Pariej Final Shedule - B
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Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME
Item No. ( Up to 200 Characters ) 1.00
Ta. : Matar, Tarapur, Sojitra Dist. : Kheda Lowering, Laying & Jointing Different Dia HDPE & PVC Pipeline. SCHEDULE - B - 1 Item Description Quantity. Unit ( Up Tender Rate ( Only Figures ) to 50 ( Up to 2 Characters ) Declimals ) Item.No 1:Excavation for pipeline trenches incl. all safety provisions using site rails and stacking excavated stuff up to a lead of 90 mts. Cleaning the site etc. complete for lifts and strata as specified. In hard rock and/or C.C. or R.C.C.
2.00
3.00
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13721.21
m3
76.20
M³
1.00 2.00 2.00 2.00 4.00 4.00 6.00 12.00 12.00
No. No. No. No. No. No. No. No. No.
Item.No 2:Providing and supplying HDPE specials suitable to HDPE at store or site of work incl. freight, loading, unloading, stacking insu. & all taxes etc. comp. 400mm dia HDPE Bend. 400mm dia HDPE Pipe End. 400mm dia M.S. Flange. 355mm dia HDPE Bend. 355mm dia HDPE Pipe End. 355mm dia M.S. Flange. 200mm dia HDPE Bend. 200mm dia HDPE Pipe End. 200mm dia M.S. Flange. Item.No:3 :Providing and supplying at store or site of work including freight, loading, unloading, stacking, insurance and all 1
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
taxes etc. complete. PVC Specials of 6Kg/cm2 Item.No:3 :- Continued……….. 300mm. dia. PVC Bend 300mm. dia. PVC Tailpiece 300mm. dia. M.S.Flange 200mm. dia. PVC Bend 200mm. dia. PVC tail piece with Flg. 200mm. dia. PVC tees 200mm dia PVC Saddle. 200mm. dia. PVC Coupler 160mm. dia. PVC Bend 160mm. dia. PVC tail piece with Flg. 160mm. dia. PVC tees 160mm dia PVC Saddle. 160mm. dia. PVC Coupler 110mm. dia. PVC Bend 110mm. dia. PVC tail piece with Flg. 110mm. dia. PVC tees 110mm dia PVC Saddle. 110mm. dia. PVC Coupler 90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps 4.00
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2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00 16.00 9.00 8.00 4.00 6.00 15.00 18.00 18.00 6.00 9.00 36.00 9.00
Item.No 4:Providing and supplying ISI mark CI D/F Sluice valves, butterfly valves & reflux valves of following class and diameterincluding all taxes, insurance, transportation, 2
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No.
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
5.00
6.00
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Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
freight charges,octroi, inspection charges, loading, unloading, conveyance to departmental stores, stackinget. Complete. 500mm dia C. I. Sluice Valve. PN 1.0 400mm dia C. I. Sluice Valve. PN 1.0 350mm dia C. I. Sluice Valve.PN 1.0 300mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Sluice Valve.PN 1.0 200mm dia C. I. Sluice Valve.PN 1.0 150mm dia C. I. Sluice Valve.PN 1.0 100mm dia C. I. Sluice Valve.PN 1.0 80mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Reflex Valve. 200mm dia C. I. Reflex Valve. 150mm dia C. I. Reflex Valve.
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00
No. No. No. No. No. No. No. No. No. No. No. No.
Item.No:5 :Providing and supplying C I Air Values of approved make & quality of following class and diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Single acting Air Valve 40mm. Dia. S - 1 Type. Single acting Air Valve 25mm. Dia. S - 1 Type.
2.00 8.00
No. No.
Item.No 6:Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works including cost oflabour, material, giving satisfactory hydraulic testing as per ISI code etc. 3
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
7.00
8.00
9.00
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Item Description
Quantity. ( Only Figures )
complete. 400mm dia. H.D.P.E.. Pipe 355mm dia. H.D.P.E.. Pipe 200mm dia. H.D.P.E.. Pipe Item.No:7 :Lowering,laying & jointing pipe line with specials such as Tees,Bends,Reducer incl. cost of specials guarding, barricading testing etc. comp. (excluding excavation and refilling no deduction to for S.V.) PVC Pipes 6Kg/cm2 315 mm. dia 6Kg/Cm² PVC pipes 200 mm. dia 6Kg/Cm² PVC pipes 160 mm. dia 6Kg/Cm² PVC pipes 110 mm. dia 6Kg/Cm² PVC pipes 90 mm. dia 6Kg/Cm² PVC pipes
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
500.00 500.00 3150.00
mt. mt. mt.
250.00 800.00 1600.00 1500.00 2100.00
mt. mt. mt. mt. mt.
8.00 8.00 8.00 51.00
M M M M
Item.No:8 :Lowering laying and jointing G.I. Pipes with G.I. Spacials of following diameters in proper position, grade and alignment as directed byEngineer -in -charge including conveyance fromstores to site of work, labour, giving hydraulictesting, etc. complete. 200 mm. dia 150 mm. dia 100 mm. dia 80 mm. dia Item.No:9 :Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance 4
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
10.00
Item Description
Quantity. ( Only Figures )
from stores to site of work, labour, giving hydraulic testing as per ISI code etc. complete. Including cost of jointing materials. R.C.C. NP3 class pipes 300mm. R.C.C. NP3 class pipes 250mm. R.C.C. NP3 class pipes 225mm. Item.No:10 :Lowering, laying and jointing in position following C.I. / D/F Reflex Valves, Butterfly Valves, Sluice Valves and Air Valves including cot of all labour, jointing materials, including nuts, bolts, and giving sastisfactory hydraulic testing etc. complete. Sluice valve 500mm dia Sluice valve 400mm dia Sluice valve 350mm dia Sluice valve 300mm dia Sluice valve 250mm dia Sluice valve 200mm dia Sluice valve 150mm dia Sluice valve 100mm dia Sluice valve 80mm dia Reflux valve 250mm dia Reflux valve 200mm dia Reflux valve 150mm dia Single acting Air Valve 40mm. Dia. Single acting Air Valve 25mm. Dia.
11.00
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Item No:11 :Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 5
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
24.00 24.00 61.80
M M M
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00 2.00 8.00
No. No. No. No. No. No. No. No. No. No. No. No. No. No.
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
12.00
13.00
14.00
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Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
150mm. thick in C.C. 1:4:8 of trap matal of size 25mm. to 40mm. inside cement paster in C.M. 1:3 and cement pointing out side in C.M. 1:3 and top covers of precast R.C.C. slab 100mm. thick (with key hole, in two parts, each with handles or M.S. bar) etc. complete as given size Up to 1.00mt. depth from G.L. to pipe invert level including complete civil works but excluding cost of excavation and refilling. With cast in situ RCC slab in one single piece with fixing of CI - MH frame & cover ( excl. cost of CI- MH frame and cover ) with 23mm thick brick masonary wall in C.M. 1: 6 with precast slab in two parts 15cm. Size 0.60 X 0.60 X 1.00Mt.
29.00
No.
Item.No 12:Providing C.C. M:100 for encasing pipes using trap metal size 12mm. To 50mm. Including formwork, curing, consolidation etc. complete.
96.86
m3
13441.40
m3
Item.No 13:Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuffas directed within a radius of 3 Km. Item.No:14 :Providing & supplying ISI mark G.I. Pipes with coupling of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges,loading, unloading, conveyance to departmental stores, stacking etc complete.
6
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
200 mm. dia Medium Duty 150 mm. dia Medium Duty 100 mm. dia Medium Duty 80 mm. dia Medium Duty 15.00
Item.No:15 :Providing & supplying ISI standerd R.C.C. Pipes in standerd length of following class and diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc complete. R.C.C. NP3 R.C.C. NP3 R.C.C. NP3 R.C.C. NP3
16.00
8.40 8.40 8.40 78.30
class pipes 300mm. 0.7 Kg / cm2 class pipes 250mm. 0.7 Kg / cm2 class pipes 225mm. 0.7 Kg / cm2 class pipes 200mm. 0.7 Kg / cm2
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25.20 25.20 37.80 25.20
M M M M
36.00 8.00
No. No.
Item.No 16:Making job connection for old pipes in connecting the pipeline with existing main and insertedof special incl. cost of excavation cutting of pipes, dewatering testing refitting etc. complete incl. all jointing materials etc. complete Job work in cement joint only. 80 to 225mm dia. 225 to 380mm dia.
17.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) M M M M
Item.No 17:Removing of existing pipeline incl. removal of specials, valves jointing material icluding cartingand stacking of 7
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
removed material from site of work to the departmental store as directed excl. excavation and refilling. 400mm dia. A. C. Pressure Pipe 350mm dia. A. C. Pressure Pipe 200mm dia. A. C. Pressure Pipe 18.00
500.00 500.00 3150.00
mt. mt. mt.
7340.00 77.00
Kg. Kg.
Item.No 18:Manufacture, supply and delivery of 80 mm to 700 mm dia. Cast iron flange ended specials complete as per IS: 5531- 1977 (Part- I to III) or its latest revision if any suitable for use with A.C. Pressure pipes manufactured as per IS: 1592-1989 or its latest revision for various dia meter and classes. Thedeliveryof specials is to be made to GWSSB store or sites any where in Gujarat States including all taxes, loading, carting, inspection charges etc. comp. Above 300mm dia. Up to 300mm dia
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad. 26288592.xls
8
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Const. R.C.C. U/G. Sump of different capacity @ Dethali, Bamangam & Chanor. SCHEDULE -B - 2 Item No. ( Up to 200 Characters ) 1.00
2.00
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Item Description
Quantity. ( Only Figures )
Item No. 1 :Drilling 10 cm. dia. Bore hole collecting undistributed soil sample for performing SPT test. Laboratory testing to decide SBC of soil including mobilisation of plant/ machinary and submission of three sets report in details, depth of bore hole 10.00 mt. minimum. Item No. 2 :Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S.s and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse due to near by traffic load, casting 100 mm thick P.C.C. leveling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff within a lead of 50 meters. Including cement plaster in CM 1:2 with approved water proofing compound to inside water touching surface to container. Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories like MS / GI Ladder, CI Manhole frame and cover, water level indicator, adequate 9
3.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Job
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
cowl type ventilators or lantern type ventilator with Item No. 2 :- Continued…….. stainless steel jail. B.B. Masonry chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the List of Indian Standards for Design of GSR / SUMP:The structural design of GSR shall be in accordance with provisions relevant I.Ss. (1) I.S. 3370, Part – 1 to 4, 1965 or latest revised. (2) I.S. 456 – 2000 or latest revised. (3) I.S. 1893 – 2000 – 1984 or latest revised. (4) I.S. 875, Part – 1 to 3, 1987 or latest revised. General Specifications:(1) Water depth in container shall be adopted as per data of tender. If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge. (4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. 26288592.xls
10
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
(6) The minimum concrete grade for RCC shall be M-25. (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall b e scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) CI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. No extra shall be paid. If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5% rate shall be reduced. 26288592.xls
11
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
(13) GI pipes railing shall be provided when sump is more than 2 meter above ground level. (14) Appearance of structure should be aesthetically good looking acceptable to authority. Item No. 2 :- Continued…….. (15) Any charge in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (16) Any charge in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (17) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments acceptable to executive engineer shall be designed and provided. (18) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (19) 75% part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 19 are part and parcel of tender (contact) and prevail over other provisions in tender. For Designing and submitting design sets
26288592.xls
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Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) No.
For 2,00,000 liters capacity ( Dethali )
1.00
For 1,00,000 liters capacity ( Bamangam )
1.00
No.
30000.00
No.
Up to 50,000 liters capacity ( Chanor )
Amount. ( Up to 2 Declimals )
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
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13
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14
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
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Quantity. ( Only Figures )
15
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
16
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME
Item No. ( Up to 200 Characters ) 1.00
2.00
3.00
4.00
26288592.xls
Ta. : Matar, Tarapur, Sojitra Dist. : Kheda Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac. liter cap. 25.00Mt.Ht. at Luvakuva & Sayala. SCHEDULE - B - 3 Item Description Quantity. Unit ( Up Tender Rate ( Only Figures ) to 50 ( Up to 2 Characters ) Declimals ) Item No.1 :Demolation of existing scrape of staircase column and steps in side the shaft up to plinth level, removing and clearing the surface withot distrubing existing structure and surroundings as directed.
2.00
Job.
Item No.2 :Drilling holes in shaft wall at regular intervals for fixing M.S. plates to support and spike the tie beams withot distrubing and dammaging the existing structure and surroundings
400.00
Job.
A) From G.L. to 1.50mt.depth.
11.80
M³
B) From 1.50mt to 3.00mt.depth.
5.20
M³
Item No.4 :Providing & casting in situ mass cement concrete in grade M:100 (approximate corresponding to proportion 1:3:6 ) using granite quartzite trap metal of size 12mm. to 25mm. Including consolidating, curing etc. complete.
2.70
M³
Item No.3 :Excavation fror foundation up to 1.50 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 mt. lead. In loose or soft soil
17
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 5.00
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Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Item No.5 :Providing & casting in situ mass C.C. in grade M:200 (approximate corresponding to proportion 1:1½:3) using granite quartzite trap metal of size 12mm. to 20mm. and/or 6mm. to 12mm. Including scaffolding, centering, form work, needle vibrated consolidating, curing, and hydraulic testing etc. complete. (excluding cost of reinforce ment) up to 6.00mt. height from Av. G.L. for R.C.C. E.S.R. a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing
0.48
M³
2. Tie Beam
2.00
M³
3. Staircase Column
1.00
M³
Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam
0.50
M³
Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam
0.90
M³
Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam
0.90
M³
Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam
0.50
M³
Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam
0.90
M³
18
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Above G.L. 21.00mt. to 24.00mt. height. 1. Tie Beam Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam
6.00
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Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
0.10
M³
0.10
M³
Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam
0.10
M³
Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam
0.10
M³
2. Cantilever Slab @ Step end
0.20
M³
A) Below G.L. to 6.00mt.height A.G.L.
4.40
Qt.
B) Above G.L. 6.00mt. to 9.00mt. height.
0.90
Qt.
C) Above G.L. 9.00mt. to 12.00mt. height.
1.70
Qt.
D) Above G.L. 12.00mt. to 15.00mt. height.
1.70
Qt.
E) Above G.L. 15.00mt. to 18.00mt. height.
0.90
Qt.
F) Above G.L. 18.00mt. to 21.00mt. height.
1.70
Qt.
Item No.6 :Supplying, cutting, bending, binding, and placing in position steel as per plan and design, and as per ISS 2502, including cost of steel and binding wires for reservoirs only including lift up to 6.00mt.ht.
19
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
7.00
8.00
Item Description
Quantity. ( Only Figures )
G) Above G.L. 21.00mt. to 24.00mt. height.
0.40
Qt.
H) Above G.L. 24.00mt. to 27.00mt. height. Item No.6 :- Continued…….. I) Above G.L. 27.00mt. to 30.00mt. height.
0.40
Qt.
0.40
Qt.
J) Above G.L. 30.00mt. to 33.00mt. height.
0.60
Qt.
316.00
No.
6.90
Qtl.
6.90
Qtl.
Item No.7 :R.C.C. circular spiral stair case with central circular column in M.150 as per type design including mild steel reinforcement centering curing form work and finishing with scaffolding including providing and fixing balusters, hand rails and necessary joints with columns at intervals of 2.5meter (work below ground level for column and footing will be paid extra) for step of 80cm. radius and 20cms. rise. Item.No:8 :Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc. M.S. Plate 600x600x8mm. size
9.00
Item.No:9 :Labour charges for lowering laying, fixing various size of M.S. section such as joints channels, angles plates etc. complete. M.S. Plate 600x600x8mm. size
26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
20
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 10.00
11.00
12.00
13.00
14.00
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Item Description
Quantity. ( Only Figures )
Item.No:10 :Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional Item No.11 :Providing 15 mm. thick cement plaster in single coat on brick/concrete wall for interior plastering up to floor two level finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) including finishing with floating coat of neat cement slurry.
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
10.20
M³
71.40
M²
Item.No:12 :Providing and fixing M.S. grills of required pattern to wooden frame of window etc. (iron doors, windows) with M.S. flats at required speedings and frame alround squire or round bars with rounded bolts and nuts or by screws plain grill.
100.00
Kg.
Item No.13 :Applying any approved quality of cement paint in three coats including cleaning, washing etc. complete. For E.S.R. only.
71.40
M²
Item.No:14 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth consolidating each layer by ramming and watering.
16.80
M³
21
Amount. ( Up to 2 Declimals )
Item No. Item Description ( Up to 200 Characters ) 15.00 Item.No:15 :Providing and laying cement concrete flooring 1:2:4 ( 1 cement : 2 course sand : 4 graded stone aggregates 20 mm. nominal size) black stone laying in one layer finished with floating coat of neat cement 50 mm. thick. 16.00
17.00
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
2.80
M²
Item No:16 :Providing & fixing 50cm. wide M.S. ladder fabricated from M.S. Flats 10mm. x 60mm. with 20mm. dia steel bar steps @ 30cm. C/C The item include stays of 10mm. x 60mm. flats fixed at 3 meter C/C. For Isarwada.
15.00
Mt.
Item.No:17 :Gunniting the surface in CM 1:2 having thickness of 40mm to 50mm for beam, braces, column and container slab incl. chiseling and scraping loose concrete cleaning the surface with water and air under pressure and including providing and fixing in position steel wire square mesh 75mm x 75mm as per IS 1966 - 1982 3.15mm Wt./Sq.mt. 1.64 Kg. with spot welding wherever necessary with main reinforcement incl. tying binding with wire incl. scaffolding centering staging all eqipment and materials etc. complete incl. labour and testing of the container.
57.00
m2
Amount. ( Up to 2 Declimals )
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
26288592.xls
22
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
23
Unit ( Up Tender Rate Amount. to 50 ( Up to 2 ( Up to 2 Characters ) Declimals ) Declimals ) Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
24
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Constructing 3.00 x 3.00mt. Masonry Pump House @ Dethali, Bamangam, Chanor & Pariej "SCHEDULE -B - 4 Item No. ( Up to 200 Characters ) 1.00
2.00
3.00
4.00
5.00 26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Item.No:1 :Excavation fror foundation up to 1.50 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 mt. lead. In loose or soft soil
245.80
M³
Item.No:2 :Providing and laying cement concrete 1:3:6 ( 1 cement : 3 course sand : 6 hand broken stone aggregates 40 mm. nominal size) and curing complete excluding cost of form work in foundation and plinth.
60.60
M³
Item.No:3 :Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional
232.10
M³
Item.No:4 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth consolidating each layer by ramming and watering.
105.20
M³
Item.No:5 :25
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
6.00
7.00
8.00
9.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Brick work using common burnt clay building bricks Item.No:5 :- Continued…….. having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional including extra for super structure above plinth level up to floor two level.
36.20
M³
Item.No:6 :Providing and fixing M.S. grills of required pattern to wooden frame of window etc. (iron doors, windows) with M.S. flats at required speedings and frame alround squire or round bars with rounded bolts and nuts or by screws plain grill.
800.00
Kg.
19.30
M³
0.60
M³
Item.No:7 :Providing and laying cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete for copping. Item.No:8 :Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) for R.C.C. linlet including finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for reinforced cement concrete. Item.No:9 :Providing and laying cement concrete 1:2:4 (1 cement : 2 26
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
course sand : 4 graded stone aggregate 20 mm. nominal size) for reinforsed concrete chhajja not exceeding 10 cm. thickness up to floor two level including finishing the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface centering and form work and curing complete excluding the cost of reinforcement for reinforced cement concrete. 10.00
11.00
12.00
13.00
26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
1.00
M³
7.20
M³
Item.No:11 :Providing mild steel reinfircement for R.C.C. wok including bending & binding and placing in position complete up to floor two level.
28.33
Qtl.
Item.No:12 :Providing and fixing 25mm. Thick shutter for cup board etc. including anodised alluminium butt hinges with necessary screws, indian teak wood including frame. Fully panelled.
6.80
M²
Item.No:10 :Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for reinforced cement concrete work in slab more than 10 cm. and up to 13 cm. thickness.
Item.No:13 :Providing 15 mm. thick cement plaster in single coat on brick/concrete wall for interior plastering up to floor two 27
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
14.00
15.00
16.00
17.00
18.00 26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
level finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) including finishing with floating coat of neat cement slurry.
1022.80
M²
Item.No:14 :Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade over and including a primer coat with alkali resistance primer of approved brand after throughly brushing the surface to give an even shade free from mortar droppings and other foreign matter and also including preparing the surface even and smooth.
1818.00
M²
Item.No:15 :Providing and laying brick bats cement concrete 1:3:6 (1 cement : 3 course sand : 6 brick bats) and curing complete excluding cost of form work in foundation and plinth.
3.40
M³
Item.No:16 :Providing and laying cement concrete flooring 1:2:4 ( 1 cement : 2 course sand : 4 graded stone aggregates 20 mm. nominal size) black stone laying in one layer finished with floating coat of neat cement 50 mm. thick.
36.00
M²
Item.No:17 :Providing & fixing A.C.Soil down take pipe with necessary bands etc. complete 75 mm. thick.
8.00
M.
Item.No:18 :28
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
19.00
20.00
21.00
22.00
23.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Providing & fixing M.S. fan clamp of shape and size as specified in existing R.C.C. slab including. cutting, fixing and making good.
4.00
No.
Item.No:19 :Providing light point fitting using 0.12 mm² copper wire in Item.No:19 :- Continued……. P.V.C. batten fitting incl. all specials, anchor or comet make switches, plug point, two/ three pin comb. half points with switching arrangement item also includes to provide wiring from G.E.B. fuse to boards incl. main switch, room fuse and blank sheet with board & full earthing arrangement etc. complete.
20.00
Pt
M.S. Rails 200X100X6mm. size
14.85
Qtl.
Item.No:21 :Supplying at store or site of work C.I. Manhole frame and covers light duty. 50 Kg. weight for water supply
140.00
Kg.
4.00
No.
Item.No:20 :Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc.
Item.No:22 :Fixing all types of C.I. frame and cover in C.C. 1:2:4 including carting etc. complete excluding cost of C.C. Item.No:23 :Labour charges for lowering laying, fixing various size of 29
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
M.S. section such as joints channels, angles plates etc. complete. M.S. Rails 200x100x6mm. size 24.00
25.00
26.00
27.00
27b 26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
14.85
Qtl.
154.80
M³
41.20
m3
Item No.26:Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift (i) R.C.C. work Slab/Beam
22.50
m3
Item No.27:Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. Laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push pull operation complete inclduing the cost of hood cover and spring etc. complete. @ Pariej H/W store. (i) Shutters having width above 3.5 M
12.60
m2
Item.No:24 :Filling in plinth and foundation with murrum or selected soil in layers of 20 cm thick including watering, ramming and consolidating etc. complete. Item No.25:Demolition of brick work and brick masonary including stackiing of serviceable materials and disposal of unserviceable materials with all lead and lift (i) in cement mortar
Item No.27b:30
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
27c
28.00
29.00
30.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Providing and fixing 27.5 cm long wire spring grade no. 2 of approved make for rolling shutters.
2.00
No.
Item No.27c:Providing and fixing hood cover for rolling shutters. (a) Shutters having width 3.5 Meters & above
5.10
m2
Item No.28:Providing and laying cement concret 1:2:4 (1 cement : 2 coase sand : 4 Graded stone aggregrate 20mm nominal Item No.28:- Continued………. size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work in (a) Slabs, landing, shelves, balconies, lintles, beams girders and cantiever up to floor two level
74.90
m3
Item No.29:Providing and fixing iron doors, windows & cupboards etc. including using the frame of channels, angles and flats and M.S. sheet as per design including riveting or welding and fixing in concrete block including iron fixtures and fastenings with one coat of primer etc. comp.
403.00
Kg.
Item.No:30 :Supplying, cutting, bending, binding, and placing in position steel as per plan and design, and as per ISS 2502,including cost of steel and binding wires for reservoirs only including lift up to 6.00mt.ht. Using Mild steel confirming to ISS 226 – 1962 or ISS 432 ( i ) or latest
18.60
Qtl.
31
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 31.00
Item Description
Quantity. ( Only Figures )
Item.No:31 :Providing and fixing 1.20 metre high fencing with 2.0 metre long M.S. angle posts 40 mm x 40 mm x 6 mm and oil painting 3 coats fixed at 2.5 m. c/c. with five horizontal lines and two diagonals of galvanised steel barbed wire weighing 9.38 Kg per 100 meter. Strained and fixed to posts in ground with G.I. staples.
500.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Rmt
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
26288592.xls
32
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Schedule - Abstract - Summary Tender Cost In Rs. Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
1
Replacement of 400, 350 & 200mm dia A.C. Pressure Pipeline.
2
Const. R.C.C. U/G. Sump of different capacity @ Dethali, Bamangam, & Chanor.
3
Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac. liter cap. 25.00Mt.Ht. at Luvakuva & Sayala.
4
Constructing 3.00 x 3.00mt. Masonry Pump House @ Dethali, Bamangam, Chanor & Pariej
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Total Add 1% Labour cess. Total
Deputy Exe. Engineer, Public Health Sani. Sub Division., Gujarat W/S & S Board 26288592.xls
33
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
34
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) Matar
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
35
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
36
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
37
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
38
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
39
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
40
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Statement showing the details of Sub Estimate wise Quantity. Item No.
SCHEDULE - B - 1 Item Description
1.00 Item.No 1:Excavation for pipeline trenches incl. all safety provisions In hard rock and/or C.C. or R.C.C. 2.00 Item.No 2:Providing and supplying HDPE specials suitable to HDPE 400mm dia HDPE Bend. 400mm dia HDPE Pipe End. 400mm dia M.S. Flange. 355mm dia HDPE Bend. 355mm dia HDPE Pipe End. 355mm dia M.S. Flange. 200mm dia HDPE Bend. 200mm dia HDPE Pipe End. 200mm dia M.S. Flange. 3.00 Item.No:3 :Providing and supplying at store or site of work including 300mm. dia. PVC Bend 300mm. dia. PVC Tailpiece 300mm. dia. M.S.Flange 200mm. dia. PVC Bend 200mm. dia. PVC tail piece with Flg. 200mm. dia. PVC tees 200mm dia PVC Saddle. 200mm. dia. PVC Coupler 160mm. dia. PVC Bend 160mm. dia. PVC tail piece with Flg. 160mm. dia. PVC tees 160mm dia PVC Saddle.
Esti. - 1 DTS No.1900
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
Total Qty.
3321 46.20
4813.45
3696.76
551.30
551.30
551.30
237 30
13722.11 76.20
1 2 2 4 8 8
1 2 2 1 2 2 2 4 4
2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00
1.00 2.00 2.00 2.00 4.00 4.00 6.00 12.00 12.00 0.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00
Item No.
Item Description
Esti. - 1 DTS No.1900 15.00 6.00 4.00 3.00 5.00 10.00
160mm. dia. PVC Coupler 110mm. dia. PVC Bend 110mm. dia. PVC tail piece with Flg. 110mm. dia. PVC tees 110mm dia PVC Saddle. 110mm. dia. PVC Coupler 90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps 4.00 Item.No 4:Providing and supplying ISI mark CI D/F Sluice valves, 500mm dia C. I. Sluice Valve. PN 1.0 400mm dia C. I. Sluice Valve. PN 1.0 350mm dia C. I. Sluice Valve.PN 1.0 300mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Sluice Valve.PN 1.0 200mm dia C. I. Sluice Valve.PN 1.0 150mm dia C. I. Sluice Valve.PN 1.0 100mm dia C. I. Sluice Valve.PN 1.0 80mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Reflex Valve. 200mm dia C. I. Reflex Valve. 150mm dia C. I. Reflex Valve. 5.00 Item.No:5 :Providing and supplying C I Air Values of approved make & Single acting Air Valve 40mm. Dia. S - 1 Type. Single acting Air Valve 25mm. Dia. S - 1 Type. 6.00 Item.No 6:-
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086 3 4 1 1 5
6 6 2 3 12 3
1
6 6 2 3 12 3
6 6 2 3 12 3
1 4 6
2.00 1.00 1.00 1.00 3.00
2
2 4 6 2 3
3
3
2 2 4
2.00 5.00
1
1
1
Total Qty. 15.00 9.00 8.00 4.00 6.00 15.00 18.00 18.00 6.00 9.00 36.00 9.00
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00
2.00 8.00
Item No.
7.00
8.00
9.00
10.00
Item Description
Esti. - 1 DTS No.1900
Lowering, laying and jointing HDPE pipes and specials of 400mm dia. H.D.P.E.. Pipe 355mm dia. H.D.P.E.. Pipe 200mm dia. H.D.P.E.. Pipe Item.No:7 :Lowering,laying & jointing pipe line with specials such as 315 mm. dia 6Kg/Cm² PVC pipes 250.00 200 mm. dia 6Kg/Cm² PVC pipes 800.00 160 mm. dia 6Kg/Cm² PVC pipes 1600.00 110 mm. dia 6Kg/Cm² PVC pipes 1200.00 90 mm. dia 6Kg/Cm² PVC pipes Item.No:8 :Lowering laying and jointing G.I. Pipes with G.I. Spacials 200 mm. dia 8.00 150 mm. dia 8.00 100 mm. dia 8.00 80 mm. dia Item.No:9 :Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of R.C.C. NP3 class pipes 300mm. 24 R.C.C. NP3 class pipes 250mm. 24 R.C.C. NP3 class pipes 225mm. 24 Item.No:10 :Lowering, laying and jointing in position following C.I. / D/F Sluice valve 500mm dia Sluice valve 400mm dia Sluice valve 350mm dia Sluice valve 300mm dia 2 Sluice valve 250mm dia Sluice valve 200mm dia 1 Sluice valve 150mm dia 1
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
250 2150
500 250 1000
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
500.00 500.00 3150.00
700
250.00 800.00 1600.00 1500.00 2100.00
17
8.00 8.00 8.00 51.00
12
24.00 24.00 60.00
300 700
17
12
1
2
1 4 6 2 4 6
Total Qty.
700
17
12
1.00 4.00 7.00 2.00 2.00 7.00 7.00
Item No.
11.00
12.00 13.00 14.00
15.00
16.00
17.00
Item Description
Sluice valve 100mm dia Sluice valve 80mm dia Reflux valve 250mm dia Reflux valve 200mm dia Reflux valve 150mm dia Single acting Air Valve 40mm. Dia. Single acting Air Valve 25mm. Dia. Item No:11 :Construction of values chamber in brick or bate stone Size 0.60 X 0.60 X 1.00Mt. Item.No 12:Providing C.C. M:100 for encasing pipes using Item.No 13:Refilling the pipeline trenches incl. ramming, watering, Item.No:14 :Providing & supplying ISI mark G.I. Pipes with coupling of 200 mm. dia Medium Duty 150 mm. dia Medium Duty 100 mm. dia Medium Duty 80 mm. dia Medium Duty Item.No:15 :Providing & supplying ISI standerd R.C.C. Pipes in R.C.C. NP3 class pipes 300mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 250mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 225mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 200mm. 0.7 Kg / cm2 Item.No 16:Making job connection for old pipes in connecting the 80 to 225mm dia. 225 to 380mm dia. Item.No 17:-
Esti. - 1 DTS No.1900 1 3
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086 2
3
3
3
2 5
1
1
1
15
4
4
4
2
29.00
22.48
12
12
12
4.38
96.86
3571.16
390.6
390.6
390.6
234
12972.50
27.3
8.40 8.40 8.40 78.30
2 2 4
34 3281
4714.54
8.40 8.40 8.40 17
17
17
25.20 25.20 12.6
12.6
12.6
4 2
4 4
4
4
4
3.00 12.00 2.00 2.00 4.00 2.00 8.00
25.20 25.20 37.80 25.20
25.20
10 2
Total Qty.
6
36.00 8.00
Item No.
Item Description
Removing of existing pipeline incl. removal of specials, 400mm dia. A. C. Pressure Pipe 350mm dia. A. C. Pressure Pipe 200mm dia. A. C. Pressure Pipe 18.00 Item.No 18:Manufacture, supply and delivery of 80 mm to 700 mm Above 300mm dia. Up to 300mm dia
Esti. - 1 DTS No.1900
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
250 2150
500 250 1000
500.00 500.00 3150.00
854
6486
7340.00 77.00
77
Total Qty.
Statement showing the details of Sub Estimate wise Quantity. Item No.
SCHEDULE - B - 1 Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No. 1.00
1.00 Item No.1 :Demolation of existing scrape of staircase column and 2.00 Item No.2 :Drilling holes in shaft wall at regular intervals for fixing M.S. 3.00 Item No.3 :Excavation fror foundation up to 1.50 mt. depth including A) From G.L. to 1.50mt.depth. B) From 1.50mt to 3.00mt.depth. 4.00 Item No.4 :Providing & casting in situ mass cement concrete in grade M:100 (approximate corresponding to proportion 1:3:6 ) 5.00 Item No.5 :Providing & casting in situ mass C.C. in grade M:200 a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing 2. Tie Beam 3. Staircase Column Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam Above G.L. 21.00mt. to 24.00mt. height.
1.00
1.00
0.00
0.00
2.00
2.00
200.00
200.00
0.00
0.00
400.00
3.00 4.00
5.90 2.60
5.90 2.60
0.00 0.00
0.00 0.00
11.80 5.20
1.35
1.35
0.00
0.00
2.70
5.00 6.00 7.00 8.00
0.24 1.00 0.50
0.24 1.00 0.50
0.00 0.00 0.00
0.00 0.00 0.00
0.48 2.00 1.00
0.25
0.25
0.00
0.00
0.50
9.00 10.00 11.00
0.45
0.45
0.00
0.00
0.90
0.45
0.45
0.00
0.00
0.90
12.00 13.00 0.25
0.25
0.00
0.00
0.50 14.00
0.45
0.45
0.00
0.00
0.90 15.00
Item No.
6.00
7.00 8.00
9.00
10.00 11.00
Item Description
1. Tie Beam Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam 2. Cantilever Slab @ Step end Item No.6 :Supplying, cutting, bending, binding, and placing in position A) Below G.L. to 6.00mt.height A.G.L. B) Above G.L. 6.00mt. to 9.00mt. height. C) Above G.L. 9.00mt. to 12.00mt. height. D) Above G.L. 12.00mt. to 15.00mt. height. E) Above G.L. 15.00mt. to 18.00mt. height. F) Above G.L. 18.00mt. to 21.00mt. height. G) Above G.L. 21.00mt. to 24.00mt. height. H) Above G.L. 24.00mt. to 27.00mt. height. I) Above G.L. 27.00mt. to 30.00mt. height. J) Above G.L. 30.00mt. to 33.00mt. height. Item No.7 :R.C.C. circular spiral stair case with central circular column Item.No:8 :Purchasing & supplying at site of works, with Railway M.S. Plate 600x600x8mm. size Item.No:9 :Labour charges for lowering laying, fixing various size of M.S. Plate 600x600x8mm. size Item.No:10 :Brick work using common burnt clay building bricks having Item No.11 :-
Esti. - 1 DTS No.4366 0.05
Esti. - 2 DTS No. 4365 0.05
Esti. - 3 DTS No. 2085 0.00
Esti. - 4 DTS No. 2086 0.00
Total Qty.
Item No.
0.10 16.00
0.05
0.05
0.00
0.00
0.10
0.05
0.05
0.00
0.00
0.10
17.00 18.00 0.05 0.10
0.05 0.10
0.00 0.00
0.00 0.00
0.10 0.20
19.00 20.00
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.40 0.90 1.70 1.70 0.90 1.70 0.40 0.40 0.40 0.60
158.00
158.00
0.00
0.00
316.00
21.00 22.00 23.00
24.00 25.00 26.00
3.45
3.45
0.00
0.00
6.90 27.00
3.45
3.45
0.00
0.00
6.90
5.10
5.10
0.00
0.00
10.20
27b
27c
Item No.
Item Description
Providing 15 mm. thick cement plaster in single coat on 12.00 Item.No:12 :Providing and fixing M.S. grills of required pattern to 13.00 Item No.13 :Applying any approved quality of cement paint in three 14.00 Item.No:14 :Filling available excavated earth (excluding rock) in 15.00 Item.No:15 :Providing and laying cement concrete flooring 1:2:4 ( 1 16.00 Item No:16 :Providing & fixing 50cm. wide M.S. ladder fabricated from 17.00 Item.No:17 :Gunniting the surface in CM 1:2 having thickness of 40mm
Esti. - 1 DTS No.4366 35.70
Esti. - 2 DTS No. 4365 35.70
Esti. - 3 DTS No. 2085 0.00
Esti. - 4 DTS No. 2086 0.00
Total Qty.
Item No.
71.40 28.00
50.00
50.00
0.00
0.00
100.00
35.70
35.70
0.00
0.00
71.40
29.00 30.00 8.40
8.40
0.00
0.00
16.80
1.40
1.40
0.00
0.00
2.80
0.00
0.00
0.00
15.00
15.00
0.00
0.00
57.00
0.00
57.00
31.00
Item No.
Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No.
Item No.
Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No.
Statement showing the details of Sub Estimate wise Quantity. SCHEDULE - B - 1 Item Description
Item.No:1 :Excavation fror foundation up to 1.50 mt. depth including Item.No:2 :Providing and laying cement concrete 1:3:6 ( 1 cement : Item.No:3 :Brick work using common burnt clay building bricks Item.No:4 :Filling available excavated earth (excluding rock) in Item.No:5 :Brick work using common burnt clay building bricks Item.No:6 :Providing and fixing M.S. grills of required pattern to Item.No:7 :Providing and laying cement concrete 1:2:4 (1 cement : 2 Item.No:8 :Providing and laying ordinary cement concrete 1:2:4 (1 Item.No:9 :Providing and laying cement concrete 1:2:4 (1 cement : 2 Item.No:10 :Providing and laying ordinary cement concrete 1:2:4 (1 Item.No:11 :Providing mild steel reinfircement for R.C.C. wok Item.No:12 :Providing and fixing 25mm. Thick shutter for cup board Item.No:13 :Providing 15 mm. thick cement plaster in single coat on Item.No:14 :Distempering (two coats) with oil bound washable Item.No:15 :-
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
8.70
8.70
8.70
14.90
0
204.8
245.80
2.00
2.00
2.00
3.40
51.20
60.60
6.30
6.30
6.30
12.30
7.60
7.60
7.60
7.60
74.80
105.20
9.05
9.05
9.05
9.05
189.00
225.20
100.00
100.00
100.00
100.00
400.00
800.00
0.45
0.45
0.45
0.45
17.50
19.30
0.15
0.15
0.15
0.15
0.60
0.25
0.25
0.25
0.25
1.00
1.45
1.45
1.45
2.85
7.20
1.90
1.90
1.90
2.80
1.70
1.70
1.70
1.70
111.50
111.50
111.50
138.00
550.3
1022.80
111.50
111.50
111.50
111.50
1372
1818.00
11
19.83
42.20
28.33 6.80
Item Description
Providing and laying brick bats cement concrete 1:3:6 (1 Item.No:16 :Providing and laying cement concrete flooring 1:2:4 ( 1 Item.No:17 :Providing & fixing A.C.Soil down take pipe with Item.No:18 :Providing & fixing M.S. fan clamp of shape and size as Item.No:19 :Providing light point fitting using 0.12 mm² copper wire in Item.No:20 :Purchasing & supplying at site of works, with Railway M.S. Rails 200X100X6mm. size Item.No:21 :Supplying at store or site of work C.I. Manhole frame and Item.No:22 :Fixing all types of C.I. frame and cover in C.C. 1:2:4 Item.No:23 :Labour charges for lowering laying, fixing various size of M.S. Rails 200x100x6mm. size Item.No:24 :Filling in plinth and foundation with murrum or selected Item No.25:Demolition of brick work and brick masonary including Item No.26:Demolition including stacking of serviceable materials Item No.27:Providing and fixing rolling shutters of approved make Item No.27b:Providing and fixing 27.5 cm long wire spring grade no. 2 of approved make for rolling shutters. Item No.27c:-
Esti. - 1 DTS No.3718 0.85
Esti. - 2 DTS No. 3717 0.85
Esti. - 3 DTS No. 3719 0.85
Esti. - 4 DTS No. 3720 0.85
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
9.00
9.00
9.00
9.00
36.00
2.00
2.00
2.00
2.00
8.00
1.00
1.00
1.00
1.00
4.00
5.00
5.00
5.00
5.00
20.00
0.90
0.90
0.90
0.90
35.00
35.00
35.00
35.00
140.00
1.00
1.00
1.00
1.00
4.00
0.90
0.90
0.90
0.90
3.40
11.25
11.25
154.8
14.85
14.85 154.80
41.2
41.20
22.5
22.50
12.6
12.60
2
2.00
Item Description
Providing and fixing hood cover for rolling shutters. (a) Item No.28:Providing and laying cement concret 1:2:4 (1 cement : 2 Item No.29:Providing and fixing iron doors, windows & cupboards Item.No:30 :Supplying, cutting, bending, binding, and placing in Item.No:31 :Providing and fixing 1.20 metre high fencing with 2.0 metre long M.S. angle posts 40 mm x 40 mm x 6 mm
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084 5.10
Esti. - 6 DTS No. 3721
Total Qty. 5.10
74.9
74.90
403
403.00 18.6
18.60
500
500.00
Item Description
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
Item Description
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
PARIEJ REGIONAL WATER SUPPLY SCHEME
Item No. ( Up to 200 Characters ) 1.00
Ta. : Matar, Tarapur, Sojitra Dist. : Kheda Lowering, Laying & Jointing Different Dia HDPE & PVC Pipeline. SCHEDULE - B - 1 Item Description Quantity. Unit ( Up Tender Rate ( Only Figures ) to 50 ( Up to 2 Characters ) Declimals ) Item.No 1:Excavation for pipeline trenches incl. all safety provisions using site rails and stacking excavated stuff up to a lead of 90 mts. Cleaning the site etc. complete for lifts and strata as specified. In hard rock and/or C.C. or R.C.C.
2.00
3.00
26288592.xls
13721.21
m3
76.20
M³
1.00 2.00 2.00 2.00 4.00 4.00 6.00 12.00 12.00
No. No. No. No. No. No. No. No. No.
Item.No 2:Providing and supplying HDPE specials suitable to HDPE at store or site of work incl. freight, loading, unloading, stacking insu. & all taxes etc. comp. 400mm dia HDPE Bend. 400mm dia HDPE Pipe End. 400mm dia M.S. Flange. 355mm dia HDPE Bend. 355mm dia HDPE Pipe End. 355mm dia M.S. Flange. 200mm dia HDPE Bend. 200mm dia HDPE Pipe End. 200mm dia M.S. Flange. Item.No:3 :Providing and supplying at store or site of work including freight, loading, unloading, stacking, insurance and all 1
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
taxes etc. complete. PVC Specials of 6Kg/cm2 Item.No:3 :- Continued……….. 300mm. dia. PVC Bend 300mm. dia. PVC Tailpiece 300mm. dia. M.S.Flange 200mm. dia. PVC Bend 200mm. dia. PVC tail piece with Flg. 200mm. dia. PVC tees 200mm dia PVC Saddle. 200mm. dia. PVC Coupler 160mm. dia. PVC Bend 160mm. dia. PVC tail piece with Flg. 160mm. dia. PVC tees 160mm dia PVC Saddle. 160mm. dia. PVC Coupler 110mm. dia. PVC Bend 110mm. dia. PVC tail piece with Flg. 110mm. dia. PVC tees 110mm dia PVC Saddle. 110mm. dia. PVC Coupler 90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps 4.00
26288592.xls
2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00 16.00 9.00 8.00 4.00 6.00 15.00 18.00 18.00 6.00 9.00 36.00 9.00
Item.No 4:Providing and supplying ISI mark CI D/F Sluice valves, butterfly valves & reflux valves of following class and diameterincluding all taxes, insurance, transportation, 2
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No.
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
5.00
6.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
freight charges,octroi, inspection charges, loading, unloading, conveyance to departmental stores, stackinget. Complete. 500mm dia C. I. Sluice Valve. PN 1.0 400mm dia C. I. Sluice Valve. PN 1.0 350mm dia C. I. Sluice Valve.PN 1.0 300mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Sluice Valve.PN 1.0 200mm dia C. I. Sluice Valve.PN 1.0 150mm dia C. I. Sluice Valve.PN 1.0 100mm dia C. I. Sluice Valve.PN 1.0 80mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Reflex Valve. 200mm dia C. I. Reflex Valve. 150mm dia C. I. Reflex Valve.
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00
No. No. No. No. No. No. No. No. No. No. No. No.
Item.No:5 :Providing and supplying C I Air Values of approved make & quality of following class and diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Single acting Air Valve 40mm. Dia. S - 1 Type. Single acting Air Valve 25mm. Dia. S - 1 Type.
2.00 8.00
No. No.
Item.No 6:Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works including cost oflabour, material, giving satisfactory hydraulic testing as per ISI code etc. 3
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
7.00
8.00
9.00
26288592.xls
Item Description
Quantity. ( Only Figures )
complete. 400mm dia. H.D.P.E.. Pipe 355mm dia. H.D.P.E.. Pipe 200mm dia. H.D.P.E.. Pipe Item.No:7 :Lowering,laying & jointing pipe line with specials such as Tees,Bends,Reducer incl. cost of specials guarding, barricading testing etc. comp. (excluding excavation and refilling no deduction to for S.V.) PVC Pipes 6Kg/cm2 315 mm. dia 6Kg/Cm² PVC pipes 200 mm. dia 6Kg/Cm² PVC pipes 160 mm. dia 6Kg/Cm² PVC pipes 110 mm. dia 6Kg/Cm² PVC pipes 90 mm. dia 6Kg/Cm² PVC pipes
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
500.00 500.00 3150.00
mt. mt. mt.
250.00 800.00 1600.00 1500.00 2100.00
mt. mt. mt. mt. mt.
8.00 8.00 8.00 51.00
M M M M
Item.No:8 :Lowering laying and jointing G.I. Pipes with G.I. Spacials of following diameters in proper position, grade and alignment as directed byEngineer -in -charge including conveyance fromstores to site of work, labour, giving hydraulictesting, etc. complete. 200 mm. dia 150 mm. dia 100 mm. dia 80 mm. dia Item.No:9 :Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance 4
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
10.00
Item Description
Quantity. ( Only Figures )
from stores to site of work, labour, giving hydraulic testing as per ISI code etc. complete. Including cost of jointing materials. R.C.C. NP3 class pipes 300mm. R.C.C. NP3 class pipes 250mm. R.C.C. NP3 class pipes 225mm. Item.No:10 :Lowering, laying and jointing in position following C.I. / D/F Reflex Valves, Butterfly Valves, Sluice Valves and Air Valves including cot of all labour, jointing materials, including nuts, bolts, and giving sastisfactory hydraulic testing etc. complete. Sluice valve 500mm dia Sluice valve 400mm dia Sluice valve 350mm dia Sluice valve 300mm dia Sluice valve 250mm dia Sluice valve 200mm dia Sluice valve 150mm dia Sluice valve 100mm dia Sluice valve 80mm dia Reflux valve 250mm dia Reflux valve 200mm dia Reflux valve 150mm dia Single acting Air Valve 40mm. Dia. Single acting Air Valve 25mm. Dia.
11.00
26288592.xls
Item No:11 :Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 5
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
24.00 24.00 61.80
M M M
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00 2.00 8.00
No. No. No. No. No. No. No. No. No. No. No. No. No. No.
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
12.00
13.00
14.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
150mm. thick in C.C. 1:4:8 of trap matal of size 25mm. to 40mm. inside cement paster in C.M. 1:3 and cement pointing out side in C.M. 1:3 and top covers of precast R.C.C. slab 100mm. thick (with key hole, in two parts, each with handles or M.S. bar) etc. complete as given size Up to 1.00mt. depth from G.L. to pipe invert level including complete civil works but excluding cost of excavation and refilling. With cast in situ RCC slab in one single piece with fixing of CI - MH frame & cover ( excl. cost of CI- MH frame and cover ) with 23mm thick brick masonary wall in C.M. 1: 6 with precast slab in two parts 15cm. Size 0.60 X 0.60 X 1.00Mt.
29.00
No.
Item.No 12:Providing C.C. M:100 for encasing pipes using trap metal size 12mm. To 50mm. Including formwork, curing, consolidation etc. complete.
96.86
m3
13441.40
m3
Item.No 13:Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuffas directed within a radius of 3 Km. Item.No:14 :Providing & supplying ISI mark G.I. Pipes with coupling of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges,loading, unloading, conveyance to departmental stores, stacking etc complete.
6
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
200 mm. dia Medium Duty 150 mm. dia Medium Duty 100 mm. dia Medium Duty 80 mm. dia Medium Duty 15.00
Item.No:15 :Providing & supplying ISI standerd R.C.C. Pipes in standerd length of following class and diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc complete. R.C.C. NP3 R.C.C. NP3 R.C.C. NP3 R.C.C. NP3
16.00
8.40 8.40 8.40 78.30
class pipes 300mm. 0.7 Kg / cm2 class pipes 250mm. 0.7 Kg / cm2 class pipes 225mm. 0.7 Kg / cm2 class pipes 200mm. 0.7 Kg / cm2
26288592.xls
25.20 25.20 37.80 25.20
M M M M
36.00 8.00
No. No.
Item.No 16:Making job connection for old pipes in connecting the pipeline with existing main and insertedof special incl. cost of excavation cutting of pipes, dewatering testing refitting etc. complete incl. all jointing materials etc. complete Job work in cement joint only. 80 to 225mm dia. 225 to 380mm dia.
17.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) M M M M
Item.No 17:Removing of existing pipeline incl. removal of specials, valves jointing material icluding cartingand stacking of 7
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
removed material from site of work to the departmental store as directed excl. excavation and refilling. 400mm dia. A. C. Pressure Pipe 350mm dia. A. C. Pressure Pipe 200mm dia. A. C. Pressure Pipe 18.00
500.00 500.00 3150.00
mt. mt. mt.
7340.00 77.00
Kg. Kg.
Item.No 18:Manufacture, supply and delivery of 80 mm to 700 mm dia. Cast iron flange ended specials complete as per IS: 5531- 1977 (Part- I to III) or its latest revision if any suitable for use with A.C. Pressure pipes manufactured as per IS: 1592-1989 or its latest revision for various dia meter and classes. Thedeliveryof specials is to be made to GWSSB store or sites any where in Gujarat States including all taxes, loading, carting, inspection charges etc. comp. Above 300mm dia. Up to 300mm dia
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad. 26288592.xls
8
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Const. R.C.C. U/G. Sump of different capacity @ Dethali, Bamangam & Chanor. SCHEDULE -B - 2 Item No. ( Up to 200 Characters ) 1.00
2.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Item No. 1 :Drilling 10 cm. dia. Bore hole collecting undistributed soil sample for performing SPT test. Laboratory testing to decide SBC of soil including mobilisation of plant/ machinary and submission of three sets report in details, depth of bore hole 10.00 mt. minimum. Item No. 2 :Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S.s and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse due to near by traffic load, casting 100 mm thick P.C.C. leveling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff within a lead of 50 meters. Including cement plaster in CM 1:2 with approved water proofing compound to inside water touching surface to container. Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories like MS / GI Ladder, CI Manhole frame and cover, water level indicator, adequate 9
3.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Job
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
cowl type ventilators or lantern type ventilator with Item No. 2 :- Continued…….. stainless steel jail. B.B. Masonry chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the List of Indian Standards for Design of GSR / SUMP:The structural design of GSR shall be in accordance with provisions relevant I.Ss. (1) I.S. 3370, Part – 1 to 4, 1965 or latest revised. (2) I.S. 456 – 2000 or latest revised. (3) I.S. 1893 – 2000 – 1984 or latest revised. (4) I.S. 875, Part – 1 to 3, 1987 or latest revised. General Specifications:(1) Water depth in container shall be adopted as per data of tender. If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge. (4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. 26288592.xls
10
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
(6) The minimum concrete grade for RCC shall be M-25. (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall b e scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) CI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. No extra shall be paid. If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5% rate shall be reduced. 26288592.xls
11
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
(13) GI pipes railing shall be provided when sump is more than 2 meter above ground level. (14) Appearance of structure should be aesthetically good looking acceptable to authority. Item No. 2 :- Continued…….. (15) Any charge in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (16) Any charge in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (17) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments acceptable to executive engineer shall be designed and provided. (18) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (19) 75% part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 19 are part and parcel of tender (contact) and prevail over other provisions in tender. For Designing and submitting design sets
26288592.xls
12
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) No.
For 2,00,000 liters capacity ( Dethali )
1.00
For 1,00,000 liters capacity ( Bamangam )
1.00
No.
30000.00
No.
Up to 50,000 liters capacity ( Chanor )
Amount. ( Up to 2 Declimals )
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
26288592.xls
13
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
14
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
15
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
16
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME
Item No. ( Up to 200 Characters ) 1.00
2.00
3.00
4.00
26288592.xls
Ta. : Matar, Tarapur, Sojitra Dist. : Kheda Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac. liter cap. 25.00Mt.Ht. at Luvakuva & Sayala. SCHEDULE - B - 3 Item Description Quantity. Unit ( Up Tender Rate ( Only Figures ) to 50 ( Up to 2 Characters ) Declimals ) Item No.1 :Demolation of existing scrape of staircase column and steps in side the shaft up to plinth level, removing and clearing the surface withot distrubing existing structure and surroundings as directed.
2.00
Job.
Item No.2 :Drilling holes in shaft wall at regular intervals for fixing M.S. plates to support and spike the tie beams withot distrubing and dammaging the existing structure and surroundings
400.00
Job.
A) From G.L. to 1.50mt.depth.
11.80
M³
B) From 1.50mt to 3.00mt.depth.
5.20
M³
Item No.4 :Providing & casting in situ mass cement concrete in grade M:100 (approximate corresponding to proportion 1:3:6 ) using granite quartzite trap metal of size 12mm. to 25mm. Including consolidating, curing etc. complete.
2.70
M³
Item No.3 :Excavation fror foundation up to 1.50 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 mt. lead. In loose or soft soil
17
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 5.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Item No.5 :Providing & casting in situ mass C.C. in grade M:200 (approximate corresponding to proportion 1:1½:3) using granite quartzite trap metal of size 12mm. to 20mm. and/or 6mm. to 12mm. Including scaffolding, centering, form work, needle vibrated consolidating, curing, and hydraulic testing etc. complete. (excluding cost of reinforce ment) up to 6.00mt. height from Av. G.L. for R.C.C. E.S.R. a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing
0.48
M³
2. Tie Beam
2.00
M³
3. Staircase Column
1.00
M³
Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam
0.50
M³
Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam
0.90
M³
Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam
0.90
M³
Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam
0.50
M³
Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam
0.90
M³
18
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
Above G.L. 21.00mt. to 24.00mt. height. 1. Tie Beam Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam
6.00
26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
0.10
M³
0.10
M³
Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam
0.10
M³
Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam
0.10
M³
2. Cantilever Slab @ Step end
0.20
M³
A) Below G.L. to 6.00mt.height A.G.L.
4.40
Qt.
B) Above G.L. 6.00mt. to 9.00mt. height.
0.90
Qt.
C) Above G.L. 9.00mt. to 12.00mt. height.
1.70
Qt.
D) Above G.L. 12.00mt. to 15.00mt. height.
1.70
Qt.
E) Above G.L. 15.00mt. to 18.00mt. height.
0.90
Qt.
F) Above G.L. 18.00mt. to 21.00mt. height.
1.70
Qt.
Item No.6 :Supplying, cutting, bending, binding, and placing in position steel as per plan and design, and as per ISS 2502, including cost of steel and binding wires for reservoirs only including lift up to 6.00mt.ht.
19
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
7.00
8.00
Item Description
Quantity. ( Only Figures )
G) Above G.L. 21.00mt. to 24.00mt. height.
0.40
Qt.
H) Above G.L. 24.00mt. to 27.00mt. height. Item No.6 :- Continued…….. I) Above G.L. 27.00mt. to 30.00mt. height.
0.40
Qt.
0.40
Qt.
J) Above G.L. 30.00mt. to 33.00mt. height.
0.60
Qt.
316.00
No.
6.90
Qtl.
6.90
Qtl.
Item No.7 :R.C.C. circular spiral stair case with central circular column in M.150 as per type design including mild steel reinforcement centering curing form work and finishing with scaffolding including providing and fixing balusters, hand rails and necessary joints with columns at intervals of 2.5meter (work below ground level for column and footing will be paid extra) for step of 80cm. radius and 20cms. rise. Item.No:8 :Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc. M.S. Plate 600x600x8mm. size
9.00
Item.No:9 :Labour charges for lowering laying, fixing various size of M.S. section such as joints channels, angles plates etc. complete. M.S. Plate 600x600x8mm. size
26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
20
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 10.00
11.00
12.00
13.00
14.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Item.No:10 :Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional Item No.11 :Providing 15 mm. thick cement plaster in single coat on brick/concrete wall for interior plastering up to floor two level finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) including finishing with floating coat of neat cement slurry.
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
10.20
M³
71.40
M²
Item.No:12 :Providing and fixing M.S. grills of required pattern to wooden frame of window etc. (iron doors, windows) with M.S. flats at required speedings and frame alround squire or round bars with rounded bolts and nuts or by screws plain grill.
100.00
Kg.
Item No.13 :Applying any approved quality of cement paint in three coats including cleaning, washing etc. complete. For E.S.R. only.
71.40
M²
Item.No:14 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth consolidating each layer by ramming and watering.
16.80
M³
21
Amount. ( Up to 2 Declimals )
Item No. Item Description ( Up to 200 Characters ) 15.00 Item.No:15 :Providing and laying cement concrete flooring 1:2:4 ( 1 cement : 2 course sand : 4 graded stone aggregates 20 mm. nominal size) black stone laying in one layer finished with floating coat of neat cement 50 mm. thick. 16.00
17.00
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
2.80
M²
Item No:16 :Providing & fixing 50cm. wide M.S. ladder fabricated from M.S. Flats 10mm. x 60mm. with 20mm. dia steel bar steps @ 30cm. C/C The item include stays of 10mm. x 60mm. flats fixed at 3 meter C/C. For Isarwada.
15.00
Mt.
Item.No:17 :Gunniting the surface in CM 1:2 having thickness of 40mm to 50mm for beam, braces, column and container slab incl. chiseling and scraping loose concrete cleaning the surface with water and air under pressure and including providing and fixing in position steel wire square mesh 75mm x 75mm as per IS 1966 - 1982 3.15mm Wt./Sq.mt. 1.64 Kg. with spot welding wherever necessary with main reinforcement incl. tying binding with wire incl. scaffolding centering staging all eqipment and materials etc. complete incl. labour and testing of the container.
57.00
m2
Amount. ( Up to 2 Declimals )
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
26288592.xls
22
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
23
Unit ( Up Tender Rate Amount. to 50 ( Up to 2 ( Up to 2 Characters ) Declimals ) Declimals ) Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
24
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Constructing 3.00 x 3.00mt. Masonry Pump House @ Dethali, Bamangam, Chanor & Pariej "SCHEDULE -B - 4 Item No. ( Up to 200 Characters ) 1.00
2.00
3.00
4.00
5.00 26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Item.No:1 :Excavation fror foundation up to 1.50 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 mt. lead. In loose or soft soil
245.80
M³
Item.No:2 :Providing and laying cement concrete 1:3:6 ( 1 cement : 3 course sand : 6 hand broken stone aggregates 40 mm. nominal size) and curing complete excluding cost of form work in foundation and plinth.
60.60
M³
Item.No:3 :Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional
232.10
M³
Item.No:4 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth consolidating each layer by ramming and watering.
105.20
M³
Item.No:5 :25
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
6.00
7.00
8.00
9.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Brick work using common burnt clay building bricks Item.No:5 :- Continued…….. having crushing strength not less than 35 Kg/cm² in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional including extra for super structure above plinth level up to floor two level.
36.20
M³
Item.No:6 :Providing and fixing M.S. grills of required pattern to wooden frame of window etc. (iron doors, windows) with M.S. flats at required speedings and frame alround squire or round bars with rounded bolts and nuts or by screws plain grill.
800.00
Kg.
19.30
M³
0.60
M³
Item.No:7 :Providing and laying cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete for copping. Item.No:8 :Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) for R.C.C. linlet including finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for reinforced cement concrete. Item.No:9 :Providing and laying cement concrete 1:2:4 (1 cement : 2 26
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
course sand : 4 graded stone aggregate 20 mm. nominal size) for reinforsed concrete chhajja not exceeding 10 cm. thickness up to floor two level including finishing the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface centering and form work and curing complete excluding the cost of reinforcement for reinforced cement concrete. 10.00
11.00
12.00
13.00
26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
1.00
M³
7.20
M³
Item.No:11 :Providing mild steel reinfircement for R.C.C. wok including bending & binding and placing in position complete up to floor two level.
28.33
Qtl.
Item.No:12 :Providing and fixing 25mm. Thick shutter for cup board etc. including anodised alluminium butt hinges with necessary screws, indian teak wood including frame. Fully panelled.
6.80
M²
Item.No:10 :Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm. nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for reinforced cement concrete work in slab more than 10 cm. and up to 13 cm. thickness.
Item.No:13 :Providing 15 mm. thick cement plaster in single coat on brick/concrete wall for interior plastering up to floor two 27
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
14.00
15.00
16.00
17.00
18.00 26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
level finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) including finishing with floating coat of neat cement slurry.
1022.80
M²
Item.No:14 :Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade over and including a primer coat with alkali resistance primer of approved brand after throughly brushing the surface to give an even shade free from mortar droppings and other foreign matter and also including preparing the surface even and smooth.
1818.00
M²
Item.No:15 :Providing and laying brick bats cement concrete 1:3:6 (1 cement : 3 course sand : 6 brick bats) and curing complete excluding cost of form work in foundation and plinth.
3.40
M³
Item.No:16 :Providing and laying cement concrete flooring 1:2:4 ( 1 cement : 2 course sand : 4 graded stone aggregates 20 mm. nominal size) black stone laying in one layer finished with floating coat of neat cement 50 mm. thick.
36.00
M²
Item.No:17 :Providing & fixing A.C.Soil down take pipe with necessary bands etc. complete 75 mm. thick.
8.00
M.
Item.No:18 :28
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
19.00
20.00
21.00
22.00
23.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Providing & fixing M.S. fan clamp of shape and size as specified in existing R.C.C. slab including. cutting, fixing and making good.
4.00
No.
Item.No:19 :Providing light point fitting using 0.12 mm² copper wire in Item.No:19 :- Continued……. P.V.C. batten fitting incl. all specials, anchor or comet make switches, plug point, two/ three pin comb. half points with switching arrangement item also includes to provide wiring from G.E.B. fuse to boards incl. main switch, room fuse and blank sheet with board & full earthing arrangement etc. complete.
20.00
Pt
M.S. Rails 200X100X6mm. size
14.85
Qtl.
Item.No:21 :Supplying at store or site of work C.I. Manhole frame and covers light duty. 50 Kg. weight for water supply
140.00
Kg.
4.00
No.
Item.No:20 :Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc.
Item.No:22 :Fixing all types of C.I. frame and cover in C.C. 1:2:4 including carting etc. complete excluding cost of C.C. Item.No:23 :Labour charges for lowering laying, fixing various size of 29
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
M.S. section such as joints channels, angles plates etc. complete. M.S. Rails 200x100x6mm. size 24.00
25.00
26.00
27.00
27b 26288592.xls
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
14.85
Qtl.
154.80
M³
41.20
m3
Item No.26:Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift (i) R.C.C. work Slab/Beam
22.50
m3
Item No.27:Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. Laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push pull operation complete inclduing the cost of hood cover and spring etc. complete. @ Pariej H/W store. (i) Shutters having width above 3.5 M
12.60
m2
Item.No:24 :Filling in plinth and foundation with murrum or selected soil in layers of 20 cm thick including watering, ramming and consolidating etc. complete. Item No.25:Demolition of brick work and brick masonary including stackiing of serviceable materials and disposal of unserviceable materials with all lead and lift (i) in cement mortar
Item No.27b:30
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
27c
28.00
29.00
30.00
26288592.xls
Item Description
Quantity. ( Only Figures )
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Providing and fixing 27.5 cm long wire spring grade no. 2 of approved make for rolling shutters.
2.00
No.
Item No.27c:Providing and fixing hood cover for rolling shutters. (a) Shutters having width 3.5 Meters & above
5.10
m2
Item No.28:Providing and laying cement concret 1:2:4 (1 cement : 2 coase sand : 4 Graded stone aggregrate 20mm nominal Item No.28:- Continued………. size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work in (a) Slabs, landing, shelves, balconies, lintles, beams girders and cantiever up to floor two level
74.90
m3
Item No.29:Providing and fixing iron doors, windows & cupboards etc. including using the frame of channels, angles and flats and M.S. sheet as per design including riveting or welding and fixing in concrete block including iron fixtures and fastenings with one coat of primer etc. comp.
403.00
Kg.
Item.No:30 :Supplying, cutting, bending, binding, and placing in position steel as per plan and design, and as per ISS 2502,including cost of steel and binding wires for reservoirs only including lift up to 6.00mt.ht. Using Mild steel confirming to ISS 226 – 1962 or ISS 432 ( i ) or latest
18.60
Qtl.
31
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters ) 31.00
Item Description
Quantity. ( Only Figures )
Item.No:31 :Providing and fixing 1.20 metre high fencing with 2.0 metre long M.S. angle posts 40 mm x 40 mm x 6 mm and oil painting 3 coats fixed at 2.5 m. c/c. with five horizontal lines and two diagonals of galvanised steel barbed wire weighing 9.38 Kg per 100 meter. Strained and fixed to posts in ground with G.I. staples.
500.00
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Rmt
Total Amount in Figures Rs._______________________________________________________________ Total Amount in Words Rs.___________________________________________________________________________ ______________________________________________________________________________________ Only.
Executive Engineer, Public Health Works Division, Gujarat W/S. & S. Board, Nadiad.
26288592.xls
32
Special Repairs
PARIEJ REGIONAL WATER SUPPLY SCHEME Ta. : Matar Dist. : Kheda Schedule - Abstract - Summary Tender Cost In Rs. Item No. ( Up to 200 Characters )
Item Description
Quantity. ( Only Figures )
1
Replacement of 400, 350 & 200mm dia A.C. Pressure Pipeline.
2
Const. R.C.C. U/G. Sump of different capacity @ Dethali, Bamangam, & Chanor.
3
Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac. liter cap. 25.00Mt.Ht. at Luvakuva & Sayala.
4
Constructing 3.00 x 3.00mt. Masonry Pump House @ Dethali, Bamangam, Chanor & Pariej
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Total Add 1% Labour cess. Total
Deputy Exe. Engineer, Public Health Sani. Sub Division., Gujarat W/S & S Board 26288592.xls
33
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
34
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals ) Matar
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
35
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
36
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
37
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
38
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
39
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Item No. ( Up to 200 Characters )
26288592.xls
Item Description
Quantity. ( Only Figures )
40
Unit ( Up Tender Rate to 50 ( Up to 2 Characters ) Declimals )
Amount. ( Up to 2 Declimals )
Statement showing the details of Sub Estimate wise Quantity. Item No.
SCHEDULE - B - 1 Item Description
1.00 Item.No 1:Excavation for pipeline trenches incl. all safety provisions In hard rock and/or C.C. or R.C.C. 2.00 Item.No 2:Providing and supplying HDPE specials suitable to HDPE 400mm dia HDPE Bend. 400mm dia HDPE Pipe End. 400mm dia M.S. Flange. 355mm dia HDPE Bend. 355mm dia HDPE Pipe End. 355mm dia M.S. Flange. 200mm dia HDPE Bend. 200mm dia HDPE Pipe End. 200mm dia M.S. Flange. 3.00 Item.No:3 :Providing and supplying at store or site of work including 300mm. dia. PVC Bend 300mm. dia. PVC Tailpiece 300mm. dia. M.S.Flange 200mm. dia. PVC Bend 200mm. dia. PVC tail piece with Flg. 200mm. dia. PVC tees 200mm dia PVC Saddle. 200mm. dia. PVC Coupler 160mm. dia. PVC Bend 160mm. dia. PVC tail piece with Flg. 160mm. dia. PVC tees 160mm dia PVC Saddle.
Esti. - 1 DTS No.1900
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
Total Qty.
3321 46.20
4813.45
3696.76
551.30
551.30
551.30
237 30
13722.11 76.20
1 2 2 4 8 8
1 2 2 1 2 2 2 4 4
2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00
1.00 2.00 2.00 2.00 4.00 4.00 6.00 12.00 12.00 0.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 10.00 7.00 6.00 2.00 4.00
Item No.
Item Description
Esti. - 1 DTS No.1900 15.00 6.00 4.00 3.00 5.00 10.00
160mm. dia. PVC Coupler 110mm. dia. PVC Bend 110mm. dia. PVC tail piece with Flg. 110mm. dia. PVC tees 110mm dia PVC Saddle. 110mm. dia. PVC Coupler 90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps 4.00 Item.No 4:Providing and supplying ISI mark CI D/F Sluice valves, 500mm dia C. I. Sluice Valve. PN 1.0 400mm dia C. I. Sluice Valve. PN 1.0 350mm dia C. I. Sluice Valve.PN 1.0 300mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Sluice Valve.PN 1.0 200mm dia C. I. Sluice Valve.PN 1.0 150mm dia C. I. Sluice Valve.PN 1.0 100mm dia C. I. Sluice Valve.PN 1.0 80mm dia C. I. Sluice Valve.PN 1.0 250mm dia C. I. Reflex Valve. 200mm dia C. I. Reflex Valve. 150mm dia C. I. Reflex Valve. 5.00 Item.No:5 :Providing and supplying C I Air Values of approved make & Single acting Air Valve 40mm. Dia. S - 1 Type. Single acting Air Valve 25mm. Dia. S - 1 Type. 6.00 Item.No 6:-
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086 3 4 1 1 5
6 6 2 3 12 3
1
6 6 2 3 12 3
6 6 2 3 12 3
1 4 6
2.00 1.00 1.00 1.00 3.00
2
2 4 6 2 3
3
3
2 2 4
2.00 5.00
1
1
1
Total Qty. 15.00 9.00 8.00 4.00 6.00 15.00 18.00 18.00 6.00 9.00 36.00 9.00
1.00 4.00 7.00 2.00 2.00 7.00 7.00 3.00 12.00 2.00 2.00 4.00
2.00 8.00
Item No.
7.00
8.00
9.00
10.00
Item Description
Esti. - 1 DTS No.1900
Lowering, laying and jointing HDPE pipes and specials of 400mm dia. H.D.P.E.. Pipe 355mm dia. H.D.P.E.. Pipe 200mm dia. H.D.P.E.. Pipe Item.No:7 :Lowering,laying & jointing pipe line with specials such as 315 mm. dia 6Kg/Cm² PVC pipes 250.00 200 mm. dia 6Kg/Cm² PVC pipes 800.00 160 mm. dia 6Kg/Cm² PVC pipes 1600.00 110 mm. dia 6Kg/Cm² PVC pipes 1200.00 90 mm. dia 6Kg/Cm² PVC pipes Item.No:8 :Lowering laying and jointing G.I. Pipes with G.I. Spacials 200 mm. dia 8.00 150 mm. dia 8.00 100 mm. dia 8.00 80 mm. dia Item.No:9 :Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of R.C.C. NP3 class pipes 300mm. 24 R.C.C. NP3 class pipes 250mm. 24 R.C.C. NP3 class pipes 225mm. 24 Item.No:10 :Lowering, laying and jointing in position following C.I. / D/F Sluice valve 500mm dia Sluice valve 400mm dia Sluice valve 350mm dia Sluice valve 300mm dia 2 Sluice valve 250mm dia Sluice valve 200mm dia 1 Sluice valve 150mm dia 1
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
250 2150
500 250 1000
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
500.00 500.00 3150.00
700
250.00 800.00 1600.00 1500.00 2100.00
17
8.00 8.00 8.00 51.00
12
24.00 24.00 60.00
300 700
17
12
1
2
1 4 6 2 4 6
Total Qty.
700
17
12
1.00 4.00 7.00 2.00 2.00 7.00 7.00
Item No.
11.00
12.00 13.00 14.00
15.00
16.00
17.00
Item Description
Sluice valve 100mm dia Sluice valve 80mm dia Reflux valve 250mm dia Reflux valve 200mm dia Reflux valve 150mm dia Single acting Air Valve 40mm. Dia. Single acting Air Valve 25mm. Dia. Item No:11 :Construction of values chamber in brick or bate stone Size 0.60 X 0.60 X 1.00Mt. Item.No 12:Providing C.C. M:100 for encasing pipes using Item.No 13:Refilling the pipeline trenches incl. ramming, watering, Item.No:14 :Providing & supplying ISI mark G.I. Pipes with coupling of 200 mm. dia Medium Duty 150 mm. dia Medium Duty 100 mm. dia Medium Duty 80 mm. dia Medium Duty Item.No:15 :Providing & supplying ISI standerd R.C.C. Pipes in R.C.C. NP3 class pipes 300mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 250mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 225mm. 0.7 Kg / cm2 R.C.C. NP3 class pipes 200mm. 0.7 Kg / cm2 Item.No 16:Making job connection for old pipes in connecting the 80 to 225mm dia. 225 to 380mm dia. Item.No 17:-
Esti. - 1 DTS No.1900 1 3
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086 2
3
3
3
2 5
1
1
1
15
4
4
4
2
29.00
22.48
12
12
12
4.38
96.86
3571.16
390.6
390.6
390.6
234
12972.50
27.3
8.40 8.40 8.40 78.30
2 2 4
34 3281
4714.54
8.40 8.40 8.40 17
17
17
25.20 25.20 12.6
12.6
12.6
4 2
4 4
4
4
4
3.00 12.00 2.00 2.00 4.00 2.00 8.00
25.20 25.20 37.80 25.20
25.20
10 2
Total Qty.
6
36.00 8.00
Item No.
Item Description
Removing of existing pipeline incl. removal of specials, 400mm dia. A. C. Pressure Pipe 350mm dia. A. C. Pressure Pipe 200mm dia. A. C. Pressure Pipe 18.00 Item.No 18:Manufacture, supply and delivery of 80 mm to 700 mm Above 300mm dia. Up to 300mm dia
Esti. - 1 DTS No.1900
Esti. - 2 DTS No. 1000
Esti. - 3 DTS No. 999
Esti. - 4 DTS No. 3718
Esti. - 5 DTS No. 3717
Esti. - 6 DTS No. 3719
Esti. - 7 DTS No. 2086
250 2150
500 250 1000
500.00 500.00 3150.00
854
6486
7340.00 77.00
77
Total Qty.
Statement showing the details of Sub Estimate wise Quantity. Item No.
SCHEDULE - B - 1 Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No. 1.00
1.00 Item No.1 :Demolation of existing scrape of staircase column and 2.00 Item No.2 :Drilling holes in shaft wall at regular intervals for fixing M.S. 3.00 Item No.3 :Excavation fror foundation up to 1.50 mt. depth including A) From G.L. to 1.50mt.depth. B) From 1.50mt to 3.00mt.depth. 4.00 Item No.4 :Providing & casting in situ mass cement concrete in grade M:100 (approximate corresponding to proportion 1:3:6 ) 5.00 Item No.5 :Providing & casting in situ mass C.C. in grade M:200 a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing 2. Tie Beam 3. Staircase Column Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam Above G.L. 21.00mt. to 24.00mt. height.
1.00
1.00
0.00
0.00
2.00
2.00
200.00
200.00
0.00
0.00
400.00
3.00 4.00
5.90 2.60
5.90 2.60
0.00 0.00
0.00 0.00
11.80 5.20
1.35
1.35
0.00
0.00
2.70
5.00 6.00 7.00 8.00
0.24 1.00 0.50
0.24 1.00 0.50
0.00 0.00 0.00
0.00 0.00 0.00
0.48 2.00 1.00
0.25
0.25
0.00
0.00
0.50
9.00 10.00 11.00
0.45
0.45
0.00
0.00
0.90
0.45
0.45
0.00
0.00
0.90
12.00 13.00 0.25
0.25
0.00
0.00
0.50 14.00
0.45
0.45
0.00
0.00
0.90 15.00
Item No.
6.00
7.00 8.00
9.00
10.00 11.00
Item Description
1. Tie Beam Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam 2. Cantilever Slab @ Step end Item No.6 :Supplying, cutting, bending, binding, and placing in position A) Below G.L. to 6.00mt.height A.G.L. B) Above G.L. 6.00mt. to 9.00mt. height. C) Above G.L. 9.00mt. to 12.00mt. height. D) Above G.L. 12.00mt. to 15.00mt. height. E) Above G.L. 15.00mt. to 18.00mt. height. F) Above G.L. 18.00mt. to 21.00mt. height. G) Above G.L. 21.00mt. to 24.00mt. height. H) Above G.L. 24.00mt. to 27.00mt. height. I) Above G.L. 27.00mt. to 30.00mt. height. J) Above G.L. 30.00mt. to 33.00mt. height. Item No.7 :R.C.C. circular spiral stair case with central circular column Item.No:8 :Purchasing & supplying at site of works, with Railway M.S. Plate 600x600x8mm. size Item.No:9 :Labour charges for lowering laying, fixing various size of M.S. Plate 600x600x8mm. size Item.No:10 :Brick work using common burnt clay building bricks having Item No.11 :-
Esti. - 1 DTS No.4366 0.05
Esti. - 2 DTS No. 4365 0.05
Esti. - 3 DTS No. 2085 0.00
Esti. - 4 DTS No. 2086 0.00
Total Qty.
Item No.
0.10 16.00
0.05
0.05
0.00
0.00
0.10
0.05
0.05
0.00
0.00
0.10
17.00 18.00 0.05 0.10
0.05 0.10
0.00 0.00
0.00 0.00
0.10 0.20
19.00 20.00
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.40 0.90 1.70 1.70 0.90 1.70 0.40 0.40 0.40 0.60
158.00
158.00
0.00
0.00
316.00
21.00 22.00 23.00
24.00 25.00 26.00
3.45
3.45
0.00
0.00
6.90 27.00
3.45
3.45
0.00
0.00
6.90
5.10
5.10
0.00
0.00
10.20
27b
27c
Item No.
Item Description
Providing 15 mm. thick cement plaster in single coat on 12.00 Item.No:12 :Providing and fixing M.S. grills of required pattern to 13.00 Item No.13 :Applying any approved quality of cement paint in three 14.00 Item.No:14 :Filling available excavated earth (excluding rock) in 15.00 Item.No:15 :Providing and laying cement concrete flooring 1:2:4 ( 1 16.00 Item No:16 :Providing & fixing 50cm. wide M.S. ladder fabricated from 17.00 Item.No:17 :Gunniting the surface in CM 1:2 having thickness of 40mm
Esti. - 1 DTS No.4366 35.70
Esti. - 2 DTS No. 4365 35.70
Esti. - 3 DTS No. 2085 0.00
Esti. - 4 DTS No. 2086 0.00
Total Qty.
Item No.
71.40 28.00
50.00
50.00
0.00
0.00
100.00
35.70
35.70
0.00
0.00
71.40
29.00 30.00 8.40
8.40
0.00
0.00
16.80
1.40
1.40
0.00
0.00
2.80
0.00
0.00
0.00
15.00
15.00
0.00
0.00
57.00
0.00
57.00
31.00
Item No.
Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No.
Item No.
Item Description
Esti. - 1 DTS No.4366
Esti. - 2 DTS No. 4365
Esti. - 3 DTS No. 2085
Esti. - 4 DTS No. 2086
Total Qty.
Item No.
Statement showing the details of Sub Estimate wise Quantity. SCHEDULE - B - 1 Item Description
Item.No:1 :Excavation fror foundation up to 1.50 mt. depth including Item.No:2 :Providing and laying cement concrete 1:3:6 ( 1 cement : Item.No:3 :Brick work using common burnt clay building bricks Item.No:4 :Filling available excavated earth (excluding rock) in Item.No:5 :Brick work using common burnt clay building bricks Item.No:6 :Providing and fixing M.S. grills of required pattern to Item.No:7 :Providing and laying cement concrete 1:2:4 (1 cement : 2 Item.No:8 :Providing and laying ordinary cement concrete 1:2:4 (1 Item.No:9 :Providing and laying cement concrete 1:2:4 (1 cement : 2 Item.No:10 :Providing and laying ordinary cement concrete 1:2:4 (1 Item.No:11 :Providing mild steel reinfircement for R.C.C. wok Item.No:12 :Providing and fixing 25mm. Thick shutter for cup board Item.No:13 :Providing 15 mm. thick cement plaster in single coat on Item.No:14 :Distempering (two coats) with oil bound washable Item.No:15 :-
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
8.70
8.70
8.70
14.90
0
204.8
245.80
2.00
2.00
2.00
3.40
51.20
60.60
6.30
6.30
6.30
12.30
7.60
7.60
7.60
7.60
74.80
105.20
9.05
9.05
9.05
9.05
189.00
225.20
100.00
100.00
100.00
100.00
400.00
800.00
0.45
0.45
0.45
0.45
17.50
19.30
0.15
0.15
0.15
0.15
0.60
0.25
0.25
0.25
0.25
1.00
1.45
1.45
1.45
2.85
7.20
1.90
1.90
1.90
2.80
1.70
1.70
1.70
1.70
111.50
111.50
111.50
138.00
550.3
1022.80
111.50
111.50
111.50
111.50
1372
1818.00
11
19.83
42.20
28.33 6.80
Item Description
Providing and laying brick bats cement concrete 1:3:6 (1 Item.No:16 :Providing and laying cement concrete flooring 1:2:4 ( 1 Item.No:17 :Providing & fixing A.C.Soil down take pipe with Item.No:18 :Providing & fixing M.S. fan clamp of shape and size as Item.No:19 :Providing light point fitting using 0.12 mm² copper wire in Item.No:20 :Purchasing & supplying at site of works, with Railway M.S. Rails 200X100X6mm. size Item.No:21 :Supplying at store or site of work C.I. Manhole frame and Item.No:22 :Fixing all types of C.I. frame and cover in C.C. 1:2:4 Item.No:23 :Labour charges for lowering laying, fixing various size of M.S. Rails 200x100x6mm. size Item.No:24 :Filling in plinth and foundation with murrum or selected Item No.25:Demolition of brick work and brick masonary including Item No.26:Demolition including stacking of serviceable materials Item No.27:Providing and fixing rolling shutters of approved make Item No.27b:Providing and fixing 27.5 cm long wire spring grade no. 2 of approved make for rolling shutters. Item No.27c:-
Esti. - 1 DTS No.3718 0.85
Esti. - 2 DTS No. 3717 0.85
Esti. - 3 DTS No. 3719 0.85
Esti. - 4 DTS No. 3720 0.85
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
9.00
9.00
9.00
9.00
36.00
2.00
2.00
2.00
2.00
8.00
1.00
1.00
1.00
1.00
4.00
5.00
5.00
5.00
5.00
20.00
0.90
0.90
0.90
0.90
35.00
35.00
35.00
35.00
140.00
1.00
1.00
1.00
1.00
4.00
0.90
0.90
0.90
0.90
3.40
11.25
11.25
154.8
14.85
14.85 154.80
41.2
41.20
22.5
22.50
12.6
12.60
2
2.00
Item Description
Providing and fixing hood cover for rolling shutters. (a) Item No.28:Providing and laying cement concret 1:2:4 (1 cement : 2 Item No.29:Providing and fixing iron doors, windows & cupboards Item.No:30 :Supplying, cutting, bending, binding, and placing in Item.No:31 :Providing and fixing 1.20 metre high fencing with 2.0 metre long M.S. angle posts 40 mm x 40 mm x 6 mm
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084 5.10
Esti. - 6 DTS No. 3721
Total Qty. 5.10
74.9
74.90
403
403.00 18.6
18.60
500
500.00
Item Description
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
Item Description
Esti. - 1 DTS No.3718
Esti. - 2 DTS No. 3717
Esti. - 3 DTS No. 3719
Esti. - 4 DTS No. 3720
Esti. - 5 DTS No. 2084
Esti. - 6 DTS No. 3721
Total Qty.
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