Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date27 Jun 2024
Closing Date3 Jul 2024
Tender Amount₹ 13,43,000
Costs
EMD
₹ 26,860Document Cost
₹ 500Tender Fee
Refer Documents
Summary
“laying, Fitting, Testing And Successful Commissioning Of Gi/hdpe pipes For Gravity Main, Sub Main & Distribution System Of Different
Description
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Contact
Tender Id
2024_IFC_251236_2Bid Award Id
ViewTender No
e-NIT No. 13 of 2023-24Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://IrrigationAndFloodControl
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Documents
BOQ Items
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
1.73
12442
7192.05
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
5.01
42370
8457.25
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.23
11013
8953.95
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.07
10120
9458.65
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
6.6
32626
4943.4
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
20.5
5377
262.3
Extra for shuttering in circular work
14.5
760
52.46
Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
88.16
50590
573.85
Extra for shuttering in circular work
68.61
7874
114.77
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers..
7.7
3871
502.85
Extra for shuttering in circular work
7.7
774
100.57
Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)
11.05
23059
2086.8
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
1
635
635.6
Edges of slabs and breaks in floors and walls Under 20 cm wide
15.2
3682
242.3
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
20.96
10584
505
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
34.16
11742
343.75
Extra for plastering on circular works
34.16
1173
34.35
Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width.
69
3450
50
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
51.09
4690
91.8
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
72
4168
57.9
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
75
9997
133.3
Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.
0.81
3393
4189.6
Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etc complete
221
1359
6.15
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
845
167901
198.7
Providing and fixing S.C.I. S & S 100 mm dia bend
4
1060
265
Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
4
1056
264
Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.
3
3000
1000
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more
906
71800
79.25
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes40mmØ
1000
50900
50.9
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 32 mmØ
1000
38510
38.51
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes25mmØ
500
18525
37.05
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 20mmØ
800
20008
25.01
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. G.I. Pipes 15mmØ
500
11925
23.85
Laying and fitting of HDPE pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 40 mm Ø
1400
33320
23.8
Providing and fixing brass bib cock of approved quality 15 mm with nominal bore
32
10203
318.85
Providing and fixing of brass Ferrule with CI mouth cover including boring and tapping the main 15 mm nominal bore
32
9910
309.7
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.12
18089
8552.85
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
18.32
4764
260.05
Carriage of cement & steel from nearest market (as approved by Engineer in Charge)to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 25 Km
6.87
2400
349.39
Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m
5.85
2342
400.4
Carriage of steel by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m
0.72
619
860.12
Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 125 km
10.38
13047
1257.02
Carriage of Sand by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m
10.38
9732
937.58
Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 15 km
13.81
4101
297.02
Carriage of stone aggregate (Crushed) upto 20 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m
13.81
12947
937.58
Carriage of stone aggregate (Crushed) upto 40 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000m
6.09
6172
1013.56
Carriage of cement & steel from nearest market (as approved by Engineer in Charge)to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 15 Km
6.57
2295
349.39
Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 3000 m
1.38
1408
1020.8
Carriage of steel by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 3000 m
0.19
407
2192.92
Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 120 km
1.62
1966
1213.82
Carriage of Sand by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 3000 m
1.62
4094
2527.18
Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 10 km
1.98
483
244.22
Carriage of stone aggregate (Crushed) upto 20 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 3000 m
1.98
5003
2527.18
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 135 Km
8.44
10077
1194.19
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 135 Km
0.6
1379
2311.08
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 4000 m
8.44
14164
1678.5
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 4000 m
0.6
9568
16027.23
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