Nagrama Schedule - B Without Rate
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Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME
Item No. ( Up to 200 Characters )
1.00
Ta. : Matar Dist. : Kheda Lowering, Laying & Jointing 250 to 400 mm dia HDPE & 90mm dia PVC Pipe line @ Differnt Section. SCHEDULE - B Sub Estimate No.1 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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. 100mm. Dia. "C" Class Pipe Heavy Duty. 80mm. Dia. "C" Class Pipe Heavy Duty. 80mm. Dia. "B" Class Pipe Medium Duty.
2.00
M M M
32.00 11.00 43.00 43.00 31.50
M M M M M
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 class pipes 600 mm. Dia. Tranja to Varukans Section 600 mm. Dia. Varukans to Traj Section 400mm. Traj to Koshiel Section. 400mm. Koshiel to Matar Section. 225mm. Jorpura & Malvkuva.
3.00
29.50 29.60 42.50
Manufacture, supply and delivery of cast iron Detachable joints (Short & long) complete with joint flanges duly drilled, synthetic rubber sealing rings manufactured from styrene 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
butadine rubber (SBR) and other required accessories such as nut, bolts etc. conforming to IS specification 8794-1988 Item No. 3 Continued…….. or its latest revision if any suitable for use with A.C. Pressure pipes. Delivery of joints including its accessories including loading, unloading, carting, stacking, insurance, all taxes, octroi etc. complete. Short Joints 400 mm. Dia. Tranja to Varukans Section Class - 10 400 mm. Dia. Varukans to Traj Section Class - 10 250 mm. Dia. Traj to Koshiel Section. Class - 10 200 mm. Dia. Koshiel to Matar Section. Class - 10 Long Joints 400 mm. Dia. Tranja to Varukans Section Class - 10 400 mm. Dia. Varukans to Traj Section Class - 10 250 mm. Dia. Traj to Koshiel Section. Class - 10 200 mm. Dia. Koshiel to Matar Section. Class - 10 4.00
5.00
5.00 3.00 10.00 10.00
No. No. No. No.
5.00 3.00 10.00 6.00
No. No. No. No.
Manufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain ended specials complete as per IS: 55311977 (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. The delivery of specials is to be made to GWSSB store or sites any where in Gujarat States including all taxes, loading, carting, unloading, stacking, insurance, octroi, inspection charges etc. comp. Up to 300 mm. dia.
736.00
Kg.
Above 300 mm. dia. Specials
418.00
Kg.
Providing and supplying HDPE specials suitable to HDPE at store or site of work incl. freight, loading, unloading, stacking insu. & all taxes etc. comp.
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Item No. ( Up to 200 Characters )
6.00
Particulars
Quantity ( Only Figures )
400mm dia HDPE Bend. 250mm dia HDPE Bend. 200mm dia HDPE Bend.
4.00 4.00 2.00
No No No
Item No. 5 Continued………. 400mm dia HDPE Pipe End. 250mm dia HDPE Pipe End. 200mm dia HDPE Pipe End.
5.00 4.00 4.00
No No No
400mm dia M.S. Flange. 250mm dia M.S. Flange. 200mm dia M.S. Flange.
5.00 4.00 4.00
No No No
10.00 10.00 5.00 5.00 10.00 5.00
No. No. No. No. No. No.
3.00 3.00 3.00 5.00
No. No. No. No.
Providing and supplying at store or site of work including freight, loading, unloading, stacking, insurance and all taxes etc. complete. 90mm. dia. PVC bends. 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps
7.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Providing and supplying ISI mark CI D/F Sluice Values, Butter fly Valves,& Reflex Valves of following class and diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. PN1.6 Class With hand wheel/ Cap Operated Sluice valve P.D. Type short body. Sluice valve Sluice valve Sluice valve Sluice valve
400mm dia 250mm dia 200mm dia 80mm dia 26283207.xls
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Item No. ( Up to 200 Characters )
8.00
9.00
Particulars
Quantity ( Only Figures )
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. Air Valve Item No. 8 Continued……. Double Acting (DS2)100mm. Dia. Double Acting (DS2)80mm. Dia.
No. No.
8.00 8.00
No. No.
1500.00 500.00 1550.00 1250.00
M M M M
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. complete. 6 Kg/cm² PE 100 400 mm. Dia. Tranja to Varukans Section 400 mm. Dia. Varukans to Traj Section 250 mm. Dia Traj to Koshiel Section. 200 mm. Dia. Koshiel to Matar Section
11.00
8.00 8.00
Manufacturing and supplying M.S. clamp suitable to fixing on 400 mm. dia. HDPE PN - 10 pipe fabricated from M.S.flate 300 mm. Wide 6mm. Thick in two parts with fitting arms 80mm. Wide 10mm. Thick flate having holes for 16mm. Bolts including making hole and welded 100mm. dia. G.I. heavy nipple with flange on top etc. complete. 100mm dia. 80mm dia.
10.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Lowering laying and jointing PVC pipes and specials of following class and diameter including cost of conveyance from store to site of work including cost of labour, material, except cement solvent , giving satisfactory hydraulic 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
testing as per ISI code etc. complete.
12.00
13.00
90mm. dia 6Kg/Cm² W.P pipes
500.00
M
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, Item No. 12 Continued….. etc. complete. 100mm. Dia. "C" Class Pipe 80mm. Dia. "C" Class Pipe 80mm. Dia. "B" Class Pipe
28.00 28.00 40.00
M M M
30.00 10.00 40.00 40.00 30.00
M M M M M
3.00 3.00 3.00
No. No. No.
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 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 600 mm. Dia. Tranja to Varukans Section 600 mm. Dia. Varukans to Traj Section 400mm. Traj to Koshiel Section. 400mm. Koshiel to Matar Section. 225mm. Jorapura & Malavkuvo.
14.00
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 400mm dia Sluice valve 250mm dia Sluice valve 200mm dia 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Sluice valve 80mm dia Double Acting (DS2)100mm. Dia. Double Acting (DS2)80mm. Dia. 15.00
17.00
5.00 8.00 8.00
No. No. No.
9.00 5.00
No. No.
5126.45 115.20
M³ M³
16.00
No.
Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 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, Item No. 15 Continued…….. 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 15mm. Size 0.90 x 0.90 x 1.00mt. Size 0.60 x 0.60 x 1.00mt.
16.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Excavation for pipe line trenches including all safety provisions, using site rails and stacking excavated stuff upto a lead of 90mt. Cleaning the site etc. complete. For lift and strata as specified. in all sorts of soil and soft murrum up to 1.50mt. In hard rock and/or C.C. or R.C.C. Making job connections for pipes in connecting pipe line with existing main and inserted of specials including cost of excavation, cutting of pipes, dewatering,testing refitting etc. complete (excluding cost of specials pipes and fittings) job work in cement joint only. 400mm. dia. pipes 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
300mm. dia. pipes 80 to 225mm. dia. pipes 18.00
19.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
10.00 10.00
No. No.
Refilling the pipe line trenches incl. ramming watering consolidating, disposal of surplus stuff as directed within a radius of 3Km.
4868.30
M³
Providing C.C. M:100 for encasing pipes using trap metal size 12mm. To 50mm. Including formwork, curing, consolidation etc. complete.
69.70
M³
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Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
3.00
4.00
5.00
Dist. : Kheda
Constg. Starecase for R.C.C. Ele. Reser. of 7.00 Lac. liter cap. 25.00Mt.Ht. at Nagarama. SCHEDULE - B Sub Estimate No.2 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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.
1.00
L.S.
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
200.00
L.S.
A) From G.L. to 1.50mt.depth. B) From 1.50mt to 3.00mt.depth.
5.90 2.60
M³ M³
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.
1.35
M³
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
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. 26283207.xls
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Item No. ( Up to 200 Characters )
6.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing 2. Tie Beam 3. Staircase Column
0.24 1.00 0.50
M³ M³ M³
Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam
0.25
M³
Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam
0.25
M³
Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 21.00mt. to 24.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam 2. Cantilever Slab @ Step end
0.05 0.10
M³ M³
Supplying, cutting, bending, binding, and placing in 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. 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. 7.00
8.00
9.00
10.00
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt.
158.00
No.
M.S. Plate 600x600x8mm. size
3.45
Qtl.
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
3.45
Qtl.
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. Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc.
Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation 26283207.xls
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Item No. ( Up to 200 Characters )
11.00
12.00
13.00
14.00
15.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional
5.10
M³
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 Item No. 11 Continued…. cement : 3 sand) including finishing with floating coat of neat cement slurry.
35.70
M²
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.
50.00
Kg.
Applying any approved quality of cement paint in three coats including cleaning, washing etc. complete. For E.S.R. only.
35.70
M²
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.
8.40
M³
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.
1.40
M²
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Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
Dist. : Kheda
Constructing R.C.C. U/G. Sump of 4,00,000 ( Own Design ) SCHEDULE - B Sub Estimate No.3 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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.
1.00
Job
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 cowl type ventilators or lantern type ventilator with 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 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. (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 26283207.xls
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Item No. ( Up to 200 Characters )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. (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. (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 26283207.xls
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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 For 4.00 Lac litre capacity RCC U/G. Sump
1.00
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Page 21
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
3.00
Dist. : Kheda
Constructing R.C.C. U/G. Sump of 10,000 ( Detail ) liter capacity @ Various Place. SCHEDULE - B Sub Estimate No.4 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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 A) From G.L. to 1.50mt.depth.
40.60
M³
B) From 1.50mt to 3.00mt.depth.
12.60
M³
Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete.
2.00
M³
3.00 6.30 1.60
M³ M³ M³
Providing and cast in situ C.C. in grade M-20 (porportions as per mixdesign or as per table9 of IS456 2000 in masses by weigh batching ) using quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering form work, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) up to 6 meter height/depth from Av. G.L. for all structures with water proofing compound a) Below G.L. to 6.00mt.height A.G.L. 1. Flat bottom slab 2. Vertical Container 3. Top Slab.
4.00
Supplying cutting, bending, binding and placing in position 26283207.xls
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Item No. ( Up to 200 Characters )
5.00
6.00
7.00
8.00
9.00
10.00
11.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/ structures only Item No.4 Continued…….. including lift up to 6 meter height or depth below G.L. for all diameters deformed (TMT) bars confirming to relevant IS Fe – 500 grade for all diameters. a) Below G.L. to 6.00mt.height A.G.L.
7.00
Qt.
Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved quality including finishing etc. complete.
49.20
M²
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.
30.00
M²
Providing C.I. cowl type ventilator with air filter & Jali etc. complete. 100mm. dia. 30 kg./ No.
60.00
Kg.
Fixing C.I. cowl type ventilator in C.C. 1:2:4 with bolts and nuts etc. complete including cost of jointing materials. 100 mm. dia. 30 kg./ No.
2.00
No.
Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in double rows, @ 30 cm C/C. The include stays of 10 mm x 50 mm flats fixed at 3 meter C/C with welding anchoring and 3 coats anticorrsive paints
6.00
M.
100.00
Kg.
Supplying at store or site of work water works hardware C.I. Manhole frame & cover Providing and supplying ISI mark CI D/F Sluice Values, Butter fly Valves,& Reflex Valves of following class and 26283207.xls
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Item No. ( Up to 200 Characters )
12.00
13.00
14.00
15.00
16.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.PN 1.6 with wheel/cap operated (PD) short Item No. 13 Continued……. body type 80mm. dia sluice valve.
2.00
No.
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 satisfactory hydraulic testing etc. complete. 80mm. dia D.F. sluice valve.
2.00
No.
Fixing all types of C.I. Frame and cover in C.C.1:2:4 including carting etc. complete excluding cost of C.C.
2.00
No.
Painting letters with enameled paint for "Capacity 10,000 Liters". The size of letters will be 45CM.height and 50mm.width.
38.00
No.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering.
12.00
M³
Construction of valves chamber in brick or bela stone masonry, locally available in C.M. 1:6, foundation concrete 150 mm. thick in C.C. 1:4:8 of trap metal size 25 mm to 40 mm. thick, inside cement plaster in C.M. 1:3 and cement pointing outside in C.M. 1:3 and top cover of precast RCC slab 100mm. thick (with key hole, in two parts, each with handles or MS Bar) etc. complete of size 0.60m x 0.60 m and 1.00Mt. Deep
2.00
No.
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Quantity ( Only Figures )
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Item No. ( Up to 200 Characters )
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Item No. ( Up to 200 Characters )
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Quantity ( Only Figures )
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Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Dist. : Kheda
Constructing Masonry Pump House @ Jorapura, Malavkuvo ,Traj section, Pump House & Ele. Cistern Repairing. SCHEDULE - B Sub Estimate No.5 Item No. Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Up to 200 ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Characters ) Decimals )
1.00
2.00
3.00
4.00
5.00
6.00
7.00
Demolition of brick work and stone masonary including stacking of servicable materials and disposal of unservicable materials with all lead & lift. In cement mortar
6.40
M³
Demolition and disposal of unserviceable materials with all lead & lift. Unreinforced cement concrete.
14.20
M³
Dismentalling & scraping cement plaser from masonary wall including making "V" for created portion etc. complete.
180.00
M²
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
34.85
M³
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.
9.60
M³
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) modular
25.50
M³
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.
28.30
M³
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Item No. ( Up to 200 Characters )
Particulars
8.00
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 including extra for super structure above plinth level up to floor two level.
27.15
M³
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.
300.00
Kg.
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.
1.35
M³
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.
0.45
M³
0.75
M³
9.00
10.00
11.00
12.00
13.00
Quantity ( Only Figures )
Providing and laying cement concrete 1:2:4 (1 cement : 2 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. Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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Item No. ( Up to 200 Characters )
14.00
15.00
16.00
17.00
18.00
19.00
Particulars
Quantity ( Only Figures )
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. Providing mild steel reinfircement for R.C.C. wok including bending & binding and placing in position complete up to floor two level.
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
4.35
M³
6.75
Qtl.
5.10
M²
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.
634.70
M²
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.
334.50
M²
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.
2.55
M³
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.
41.20
M²
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.
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Item No. ( Up to 200 Characters ) 20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Providing & fixing A.C.Soil down take pipe with necessary bands etc. complete 75 mm. thick.
6.00
M.
Providing & fixing M.S. fan clamp of shape and size as specified in existing R.C.C. slab including. cutting, fixing and making good.
3.00
No.
Providing light point fitting using 0.12 mm² copper wire in 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.
15.00
Pt
Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc. M.S. Rails 200X100X6mm. size
2.70
Qtl.
105.00
Kg.
Fixing all types of C.I. frame and cover in C.C. 1:2:4 including carting etc. complete excluding cost of C.C.
3.00
No.
Labour charges for lowering laying, fixing various size of M.S. section such as joints channels, angles plates etc. complete. M.S. Rails 200x100x6mm. size
2.70
Qtl.
Supplying at store or site of work C.I. Manhole frame and covers light duty. 50 Kg. weight for water supply
Providing and casting in situ C.C. in grade M-15 (porportions as per mixdesign or as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle vibrated 26283207.xls
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Item No. ( Up to 200 Characters )
28.00
29.00
30.00
31.00
32.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. comp. for structure for other than water retaining.
12.90
M³
Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved quality including finishing etc. complete.
23.80
M²
Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in double rows, @ 30 cm C/C. The include stays of 10 mm x 50 mm flats fixed at 3 meter C/C with welding anchoring and 3 coats anticorrsive paint.
2.60
M.
Providing and fixing 25 mm dia G.I. pipes railing with three horizontal rows of pipes and posts of angle iron of size 65 mm x 65 mm x 8 mm RCC 150 mm and 1.15 meter height and placed at 1.85 M/CC including painting two coats and anchorage in C.C. etc. complete.
9.85
M.
Providing water level indicator of 200 mm x 40 mm wooden plank of 4 mm thick M.S. plate with float level indicator sliding wire on pulley including necessary arrangement to prevent the swinging painting with anti corrosive paint, including painting of letters etc. complete.
1.00
No.
Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 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 26283207.xls
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Particulars
Quantity ( Only Figures )
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 15mm.
26283207.xls
3.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
No.
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Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Dist. : Kheda
Schedule - Abstract Summary. Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
1
Sub Estimate No. 1 Lowering, Laying & Jointing 250 to 400 mm dia HDPE & 90mm dia PVC Pipe line @ Differnt Section.
2
Sub Estimate No. 2 Constg. Starecase for R.C.C. Ele. Reser. of 7.00 Lac. liter cap. 25.00Mt.Ht. at Nagarama.
3
Sub Estimate No. 3 Constructing R.C.C. U/G. Sump of 4,00,000 ( Own Design )
4
Sub Estimate No. 4 Constructing R.C.C. U/G. Sump of 10,000 ( Detail ) liter capacity @ Various Place.
5
Sub Estimate No. 5 Constructing Masonry Pump House @ Jorapura, Malavkuvo ,Traj section, Pump House & Ele. Cistern Repairing.
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Total Rs. Add 1 % Labour Cess. Total Rs.
Deputy Excutive Engineer, Public Health Sani. Sub. Division, Gujarat W/S. & S. Board, Matar 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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Item No. ( Up to 200 Characters )
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Quantity ( Only Figures )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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Item No. ( Up to 200 Characters )
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Quantity ( Only Figures )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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Item No. ( Up to 200 Characters )
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Quantity ( Only Figures )
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Particulars
Quantity ( Only Figures )
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 42
Item No. ( Up to 200 Characters )
1.00
Ta. : Matar Dist. : Kheda Lowering, Laying & Jointing 250 to 400 mm dia HDPE & 90mm dia PVC Pipe line @ Differnt Section. SCHEDULE - B Sub Estimate No.1 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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. 100mm. Dia. "C" Class Pipe Heavy Duty. 80mm. Dia. "C" Class Pipe Heavy Duty. 80mm. Dia. "B" Class Pipe Medium Duty.
2.00
M M M
32.00 11.00 43.00 43.00 31.50
M M M M M
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 class pipes 600 mm. Dia. Tranja to Varukans Section 600 mm. Dia. Varukans to Traj Section 400mm. Traj to Koshiel Section. 400mm. Koshiel to Matar Section. 225mm. Jorpura & Malvkuva.
3.00
29.50 29.60 42.50
Manufacture, supply and delivery of cast iron Detachable joints (Short & long) complete with joint flanges duly drilled, synthetic rubber sealing rings manufactured from styrene 26283207.xls
Page 1
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
butadine rubber (SBR) and other required accessories such as nut, bolts etc. conforming to IS specification 8794-1988 Item No. 3 Continued…….. or its latest revision if any suitable for use with A.C. Pressure pipes. Delivery of joints including its accessories including loading, unloading, carting, stacking, insurance, all taxes, octroi etc. complete. Short Joints 400 mm. Dia. Tranja to Varukans Section Class - 10 400 mm. Dia. Varukans to Traj Section Class - 10 250 mm. Dia. Traj to Koshiel Section. Class - 10 200 mm. Dia. Koshiel to Matar Section. Class - 10 Long Joints 400 mm. Dia. Tranja to Varukans Section Class - 10 400 mm. Dia. Varukans to Traj Section Class - 10 250 mm. Dia. Traj to Koshiel Section. Class - 10 200 mm. Dia. Koshiel to Matar Section. Class - 10 4.00
5.00
5.00 3.00 10.00 10.00
No. No. No. No.
5.00 3.00 10.00 6.00
No. No. No. No.
Manufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain ended specials complete as per IS: 55311977 (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. The delivery of specials is to be made to GWSSB store or sites any where in Gujarat States including all taxes, loading, carting, unloading, stacking, insurance, octroi, inspection charges etc. comp. Up to 300 mm. dia.
736.00
Kg.
Above 300 mm. dia. Specials
418.00
Kg.
Providing and supplying HDPE specials suitable to HDPE at store or site of work incl. freight, loading, unloading, stacking insu. & all taxes etc. comp.
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Page 2
Item No. ( Up to 200 Characters )
6.00
Particulars
Quantity ( Only Figures )
400mm dia HDPE Bend. 250mm dia HDPE Bend. 200mm dia HDPE Bend.
4.00 4.00 2.00
No No No
Item No. 5 Continued………. 400mm dia HDPE Pipe End. 250mm dia HDPE Pipe End. 200mm dia HDPE Pipe End.
5.00 4.00 4.00
No No No
400mm dia M.S. Flange. 250mm dia M.S. Flange. 200mm dia M.S. Flange.
5.00 4.00 4.00
No No No
10.00 10.00 5.00 5.00 10.00 5.00
No. No. No. No. No. No.
3.00 3.00 3.00 5.00
No. No. No. No.
Providing and supplying at store or site of work including freight, loading, unloading, stacking, insurance and all taxes etc. complete. 90mm. dia. PVC bends. 90mm. dia. PVC tail pieces 90mm. dia. PVC tees 90mm. Dia. PVC saddle 90mm. dia. PVC Couplar. 90mm. dia. PVC end caps
7.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Providing and supplying ISI mark CI D/F Sluice Values, Butter fly Valves,& Reflex Valves of following class and diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. PN1.6 Class With hand wheel/ Cap Operated Sluice valve P.D. Type short body. Sluice valve Sluice valve Sluice valve Sluice valve
400mm dia 250mm dia 200mm dia 80mm dia 26283207.xls
Page 3
Item No. ( Up to 200 Characters )
8.00
9.00
Particulars
Quantity ( Only Figures )
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. Air Valve Item No. 8 Continued……. Double Acting (DS2)100mm. Dia. Double Acting (DS2)80mm. Dia.
No. No.
8.00 8.00
No. No.
1500.00 500.00 1550.00 1250.00
M M M M
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. complete. 6 Kg/cm² PE 100 400 mm. Dia. Tranja to Varukans Section 400 mm. Dia. Varukans to Traj Section 250 mm. Dia Traj to Koshiel Section. 200 mm. Dia. Koshiel to Matar Section
11.00
8.00 8.00
Manufacturing and supplying M.S. clamp suitable to fixing on 400 mm. dia. HDPE PN - 10 pipe fabricated from M.S.flate 300 mm. Wide 6mm. Thick in two parts with fitting arms 80mm. Wide 10mm. Thick flate having holes for 16mm. Bolts including making hole and welded 100mm. dia. G.I. heavy nipple with flange on top etc. complete. 100mm dia. 80mm dia.
10.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Lowering laying and jointing PVC pipes and specials of following class and diameter including cost of conveyance from store to site of work including cost of labour, material, except cement solvent , giving satisfactory hydraulic 26283207.xls
Page 4
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
testing as per ISI code etc. complete.
12.00
13.00
90mm. dia 6Kg/Cm² W.P pipes
500.00
M
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, Item No. 12 Continued….. etc. complete. 100mm. Dia. "C" Class Pipe 80mm. Dia. "C" Class Pipe 80mm. Dia. "B" Class Pipe
28.00 28.00 40.00
M M M
30.00 10.00 40.00 40.00 30.00
M M M M M
3.00 3.00 3.00
No. No. No.
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 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 600 mm. Dia. Tranja to Varukans Section 600 mm. Dia. Varukans to Traj Section 400mm. Traj to Koshiel Section. 400mm. Koshiel to Matar Section. 225mm. Jorapura & Malavkuvo.
14.00
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 400mm dia Sluice valve 250mm dia Sluice valve 200mm dia 26283207.xls
Page 5
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
Sluice valve 80mm dia Double Acting (DS2)100mm. Dia. Double Acting (DS2)80mm. Dia. 15.00
17.00
5.00 8.00 8.00
No. No. No.
9.00 5.00
No. No.
5126.45 115.20
M³ M³
16.00
No.
Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 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, Item No. 15 Continued…….. 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 15mm. Size 0.90 x 0.90 x 1.00mt. Size 0.60 x 0.60 x 1.00mt.
16.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Excavation for pipe line trenches including all safety provisions, using site rails and stacking excavated stuff upto a lead of 90mt. Cleaning the site etc. complete. For lift and strata as specified. in all sorts of soil and soft murrum up to 1.50mt. In hard rock and/or C.C. or R.C.C. Making job connections for pipes in connecting pipe line with existing main and inserted of specials including cost of excavation, cutting of pipes, dewatering,testing refitting etc. complete (excluding cost of specials pipes and fittings) job work in cement joint only. 400mm. dia. pipes 26283207.xls
Page 6
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
300mm. dia. pipes 80 to 225mm. dia. pipes 18.00
19.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
10.00 10.00
No. No.
Refilling the pipe line trenches incl. ramming watering consolidating, disposal of surplus stuff as directed within a radius of 3Km.
4868.30
M³
Providing C.C. M:100 for encasing pipes using trap metal size 12mm. To 50mm. Including formwork, curing, consolidation etc. complete.
69.70
M³
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Page 7
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
3.00
4.00
5.00
Dist. : Kheda
Constg. Starecase for R.C.C. Ele. Reser. of 7.00 Lac. liter cap. 25.00Mt.Ht. at Nagarama. SCHEDULE - B Sub Estimate No.2 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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.
1.00
L.S.
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
200.00
L.S.
A) From G.L. to 1.50mt.depth. B) From 1.50mt to 3.00mt.depth.
5.90 2.60
M³ M³
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.
1.35
M³
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
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. 26283207.xls
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Item No. ( Up to 200 Characters )
6.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
a) Below G.L. to 6.00mt.height A.G.L. 1. Ladder Footing 2. Tie Beam 3. Staircase Column
0.24 1.00 0.50
M³ M³ M³
Above G.L. 6.00mt. to 9.00mt. height. 2. Tie Beam
0.25
M³
Above G.L. 9.00mt. to 12.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 12.00mt. to 15.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 15.00mt. to 18.00mt. height. 1. Tie Beam
0.25
M³
Above G.L. 18.00mt. to 21.00mt. height. 1. Tie Beam
0.45
M³
Above G.L. 21.00mt. to 24.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 24.00mt. to 27.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 27.00mt. to 30.00mt. height. 1. Tie Beam
0.05
M³
Above G.L. 30.00mt. to 33.00mt. height. 1. Tie Beam 2. Cantilever Slab @ Step end
0.05 0.10
M³ M³
Supplying, cutting, bending, binding, and placing in 26283207.xls
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Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. 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. 7.00
8.00
9.00
10.00
2.20 0.45 0.85 0.85 0.45 0.85 0.20 0.20 0.20 0.30
Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt. Qt.
158.00
No.
M.S. Plate 600x600x8mm. size
3.45
Qtl.
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
3.45
Qtl.
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. Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc.
Brick work using common burnt clay building bricks having crushing strength not less than 35 Kg/cm² in foundation 26283207.xls
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Item No. ( Up to 200 Characters )
11.00
12.00
13.00
14.00
15.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
and plinth in cement mortar 1:6 (1 cement : 6 fine sand) conventional
5.10
M³
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 Item No. 11 Continued…. cement : 3 sand) including finishing with floating coat of neat cement slurry.
35.70
M²
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.
50.00
Kg.
Applying any approved quality of cement paint in three coats including cleaning, washing etc. complete. For E.S.R. only.
35.70
M²
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.
8.40
M³
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.
1.40
M²
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Page 14
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
Dist. : Kheda
Constructing R.C.C. U/G. Sump of 4,00,000 ( Own Design ) SCHEDULE - B Sub Estimate No.3 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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.
1.00
Job
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 cowl type ventilators or lantern type ventilator with 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 26283207.xls
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. (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 26283207.xls
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Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
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. (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. (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 26283207.xls
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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 For 4.00 Lac litre capacity RCC U/G. Sump
1.00
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Page 20
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Page 21
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Item No. ( Up to 200 Characters )
1.00
2.00
3.00
Dist. : Kheda
Constructing R.C.C. U/G. Sump of 10,000 ( Detail ) liter capacity @ Various Place. SCHEDULE - B Sub Estimate No.4 Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Decimals )
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 A) From G.L. to 1.50mt.depth.
40.60
M³
B) From 1.50mt to 3.00mt.depth.
12.60
M³
Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete.
2.00
M³
3.00 6.30 1.60
M³ M³ M³
Providing and cast in situ C.C. in grade M-20 (porportions as per mixdesign or as per table9 of IS456 2000 in masses by weigh batching ) using quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering form work, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) up to 6 meter height/depth from Av. G.L. for all structures with water proofing compound a) Below G.L. to 6.00mt.height A.G.L. 1. Flat bottom slab 2. Vertical Container 3. Top Slab.
4.00
Supplying cutting, bending, binding and placing in position 26283207.xls
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Item No. ( Up to 200 Characters )
5.00
6.00
7.00
8.00
9.00
10.00
11.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/ structures only Item No.4 Continued…….. including lift up to 6 meter height or depth below G.L. for all diameters deformed (TMT) bars confirming to relevant IS Fe – 500 grade for all diameters. a) Below G.L. to 6.00mt.height A.G.L.
7.00
Qt.
Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved quality including finishing etc. complete.
49.20
M²
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.
30.00
M²
Providing C.I. cowl type ventilator with air filter & Jali etc. complete. 100mm. dia. 30 kg./ No.
60.00
Kg.
Fixing C.I. cowl type ventilator in C.C. 1:2:4 with bolts and nuts etc. complete including cost of jointing materials. 100 mm. dia. 30 kg./ No.
2.00
No.
Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in double rows, @ 30 cm C/C. The include stays of 10 mm x 50 mm flats fixed at 3 meter C/C with welding anchoring and 3 coats anticorrsive paints
6.00
M.
100.00
Kg.
Supplying at store or site of work water works hardware C.I. Manhole frame & cover Providing and supplying ISI mark CI D/F Sluice Values, Butter fly Valves,& Reflex Valves of following class and 26283207.xls
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Item No. ( Up to 200 Characters )
12.00
13.00
14.00
15.00
16.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
diameter including all taxes insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.PN 1.6 with wheel/cap operated (PD) short Item No. 13 Continued……. body type 80mm. dia sluice valve.
2.00
No.
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 satisfactory hydraulic testing etc. complete. 80mm. dia D.F. sluice valve.
2.00
No.
Fixing all types of C.I. Frame and cover in C.C.1:2:4 including carting etc. complete excluding cost of C.C.
2.00
No.
Painting letters with enameled paint for "Capacity 10,000 Liters". The size of letters will be 45CM.height and 50mm.width.
38.00
No.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering.
12.00
M³
Construction of valves chamber in brick or bela stone masonry, locally available in C.M. 1:6, foundation concrete 150 mm. thick in C.C. 1:4:8 of trap metal size 25 mm to 40 mm. thick, inside cement plaster in C.M. 1:3 and cement pointing outside in C.M. 1:3 and top cover of precast RCC slab 100mm. thick (with key hole, in two parts, each with handles or MS Bar) etc. complete of size 0.60m x 0.60 m and 1.00Mt. Deep
2.00
No.
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Item No. ( Up to 200 Characters )
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Quantity ( Only Figures )
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Page 28
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Dist. : Kheda
Constructing Masonry Pump House @ Jorapura, Malavkuvo ,Traj section, Pump House & Ele. Cistern Repairing. SCHEDULE - B Sub Estimate No.5 Item No. Particulars Quantity Unit ( Up to 50 Tender Rate Amount ( Up ( Up to 200 ( Only Figures ) Characters ) ( Up to 2 to Decimals ) Characters ) Decimals )
1.00
2.00
3.00
4.00
5.00
6.00
7.00
Demolition of brick work and stone masonary including stacking of servicable materials and disposal of unservicable materials with all lead & lift. In cement mortar
6.40
M³
Demolition and disposal of unserviceable materials with all lead & lift. Unreinforced cement concrete.
14.20
M³
Dismentalling & scraping cement plaser from masonary wall including making "V" for created portion etc. complete.
180.00
M²
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
34.85
M³
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.
9.60
M³
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) modular
25.50
M³
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.
28.30
M³
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Item No. ( Up to 200 Characters )
Particulars
8.00
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 including extra for super structure above plinth level up to floor two level.
27.15
M³
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.
300.00
Kg.
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.
1.35
M³
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.
0.45
M³
0.75
M³
9.00
10.00
11.00
12.00
13.00
Quantity ( Only Figures )
Providing and laying cement concrete 1:2:4 (1 cement : 2 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. Providing and laying ordinary cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 30
Item No. ( Up to 200 Characters )
14.00
15.00
16.00
17.00
18.00
19.00
Particulars
Quantity ( Only Figures )
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. Providing mild steel reinfircement for R.C.C. wok including bending & binding and placing in position complete up to floor two level.
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
4.35
M³
6.75
Qtl.
5.10
M²
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.
634.70
M²
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.
334.50
M²
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.
2.55
M³
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.
41.20
M²
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.
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Item No. ( Up to 200 Characters ) 20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Providing & fixing A.C.Soil down take pipe with necessary bands etc. complete 75 mm. thick.
6.00
M.
Providing & fixing M.S. fan clamp of shape and size as specified in existing R.C.C. slab including. cutting, fixing and making good.
3.00
No.
Providing light point fitting using 0.12 mm² copper wire in 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.
15.00
Pt
Purchasing & supplying at site of works, with Railway freight, loading, unloading, carting etc. comp. such as joints, channels, angles, iron rails etc. M.S. Rails 200X100X6mm. size
2.70
Qtl.
105.00
Kg.
Fixing all types of C.I. frame and cover in C.C. 1:2:4 including carting etc. complete excluding cost of C.C.
3.00
No.
Labour charges for lowering laying, fixing various size of M.S. section such as joints channels, angles plates etc. complete. M.S. Rails 200x100x6mm. size
2.70
Qtl.
Supplying at store or site of work C.I. Manhole frame and covers light duty. 50 Kg. weight for water supply
Providing and casting in situ C.C. in grade M-15 (porportions as per mixdesign or as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle vibrated 26283207.xls
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Item No. ( Up to 200 Characters )
28.00
29.00
30.00
31.00
32.00
Particulars
Quantity ( Only Figures )
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. comp. for structure for other than water retaining.
12.90
M³
Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved quality including finishing etc. complete.
23.80
M²
Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in double rows, @ 30 cm C/C. The include stays of 10 mm x 50 mm flats fixed at 3 meter C/C with welding anchoring and 3 coats anticorrsive paint.
2.60
M.
Providing and fixing 25 mm dia G.I. pipes railing with three horizontal rows of pipes and posts of angle iron of size 65 mm x 65 mm x 8 mm RCC 150 mm and 1.15 meter height and placed at 1.85 M/CC including painting two coats and anchorage in C.C. etc. complete.
9.85
M.
Providing water level indicator of 200 mm x 40 mm wooden plank of 4 mm thick M.S. plate with float level indicator sliding wire on pulley including necessary arrangement to prevent the swinging painting with anti corrosive paint, including painting of letters etc. complete.
1.00
No.
Construction of values chamber in brick or bate stone masonry, locally available in C.M. 1:6 foundation concrete 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 26283207.xls
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Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
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 15mm.
26283207.xls
3.00
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
No.
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Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 35
Special Repairs NAGARAMA REGIONAL WATER SUPPLY SCHEME Ta. : Matar
Dist. : Kheda
Schedule - Abstract Summary. Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
1
Sub Estimate No. 1 Lowering, Laying & Jointing 250 to 400 mm dia HDPE & 90mm dia PVC Pipe line @ Differnt Section.
2
Sub Estimate No. 2 Constg. Starecase for R.C.C. Ele. Reser. of 7.00 Lac. liter cap. 25.00Mt.Ht. at Nagarama.
3
Sub Estimate No. 3 Constructing R.C.C. U/G. Sump of 4,00,000 ( Own Design )
4
Sub Estimate No. 4 Constructing R.C.C. U/G. Sump of 10,000 ( Detail ) liter capacity @ Various Place.
5
Sub Estimate No. 5 Constructing Masonry Pump House @ Jorapura, Malavkuvo ,Traj section, Pump House & Ele. Cistern Repairing.
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Total Rs. Add 1 % Labour Cess. Total Rs.
Deputy Excutive Engineer, Public Health Sani. Sub. Division, Gujarat W/S. & S. Board, Matar 26283207.xls
Page 36
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 37
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 38
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 39
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 40
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 41
Item No. ( Up to 200 Characters )
Particulars
Quantity ( Only Figures )
26283207.xls
Unit ( Up to 50 Tender Rate Amount ( Up Characters ) ( Up to 2 to Decimals ) Decimals )
Page 42
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