Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 2,99,35,000
Costs
EMD
₹ 5,98,700Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_250408_3Bid Award Id
ViewTender No
e-NIT No 12 of 2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://IrrigationAndFloodControl
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Documents
BOQ Items
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)
28.91
247220
8552.85
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
16.15
116151
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
47.46
401381
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)
11.84
105996
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)
9.95
94075
9458.65
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
9180
727515
79.25
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)
86.62
428197
4943.4
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
231.44
60706
262.3
Extra for shuttering in circular work
137.98
7238
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.
937.31
537875
573.85
Extra for shuttering in circular work
640.88
73553
114.77
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers..
60.66
30502
502.85
Extra for shuttering in circular work
60.66
6100
100.57
Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)
91.94
191860
2086.8
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
10
6356
635.6
Edges of slabs and breaks in floors and walls Under 20 cm wide
76
18414
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.
199.82
100909
505
Cement Plaster ( In fine sand) 12mm cement plaster of mix 1:4 ( 1 cement : 4 fine sand)
93.96
24434
260.05
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
473.84
162882
343.75
Extra for plastering on circular works
302.78
10400
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.
674
33700
50
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
449.1
41227
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)
732
42382
57.9
Providing and fixing S.C.I. S & S 100 mm dia bend
40
10600
265
Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
40
10560
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.
30
30000
1000
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.
750
99975
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.
6.21
26017
4189.6
Welding of joints by Gas 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
1545
19853
12.85
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m.
10428.36
1709729
163.95
Providing and fixing G.I. pipes complete for washout , overflow and Inlet G.I Pipe 80mm (m)
180
151200
840
Providing and fixing of Steel wire rope 12 dia including all allied works U Clamps, Flat Iron Clamps / Hooks labour engaged for stretching and carriage of steel wire rope. Complete Job
500
194000
388
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work) 40 mm G.I
2700
1042335
386.05
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)32mm G.I
13300
3965395
298.15
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)25mm G.I
10800
2689200
249
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)20mm G.I
8000
1461200
182.65
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)15mm G.I
7000
1010800
144.4
Providing and fixing of HDPE Pipe ( All clases) complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil HDPE 63 mm dia
13900
3041320
218.8
Providing and fixing of HDPE Pipe ( All clases) complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil HDPE 50 mm dia
13500
1892700
140.2
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
65mm dia
5
7844
1568.85
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
50mm dia
5
4713
942.75
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
40mm dia
5
3523
704.7
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
32mm dia
5
3089
617.8
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
25mm dia
5
2719
543.85
Making interconnection of G I distribution branch with G I Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.
50
33312
666.25
Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.
1
14000
14000
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
570
181744
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
570
176529
309.7
Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.
13.5
20250
1500
Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge.
14.04
8424
600
Providing ,Laying, fitting, of G.I pipe including labour for jointing, fixing of pipe specials as per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. 100mm dia(M)
60
74097
1234.95
Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ). 100mm dia
6
27587
4597.85
Supply and placing in position of bricks
50
263
5.26
Carriage of cement 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 50 Km Mechanical Transport.
27.2
14725
541.39
Carriage of cement 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 45 Km Mechanical Transport.
52.4
26356
502.99
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 6000 m
4.8
9366
1951.4
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 5000 m.
22.4
36762
1641.2
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 4000 m.
52.4
69744
1331
Carriage of Steel from nearest market to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 50 Km .
3.49
1890
541.39
Carriage of Steel from nearest market to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 45 Km .
5.69
2861
502.99
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 6000 m
0.56
2339
4192.12
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 5000 m
2.93
10344
3525.72
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 4000 m
5.69
16263
2859.32
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 140 km MT
16.82
23322
1386.62
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 130 km MT
24.24
31517
1300.22
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 MT
89.28
108369
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 6000 m
7.68
37720
4911.58
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 5000 m
33.38
137418
4116.78
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 4000 m
89.28
296586
3321.98
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 50 km MT .
55.58
33849
609.02
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 45 km MT .
122.24
69165
565.82
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 6000m
11.28
55402
4911.58
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 5000m
44.3
182373
4116.78
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 4000m
122.24
406078
3321.98
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 2000m
58.69
109912
1872.76
Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 150.00 Km by MT and 5000 mtr by Manual means.
13.5
75462
5589.8
Carriage of sand (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 150.00 Km MT and 5000 mtr by Manual means.
14.04
78480
5589.8
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 160 Km
82.73
114679
1386.19
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 8000 m
82.73
268318
3243.3
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 160 Km
23.68
63339
2674.83
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 8000 m
23.68
639837
27020.15
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