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 Date25 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 35,93,000
Costs
EMD
₹ 71,860Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_243644_4Bid Award Id
ViewTender No
e-NIT No. 50 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
3.46
24884
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
10.02
84741
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)
2.58
23101
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)
2.14
20241
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)
16.5
81566
4943.4
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
40.5
10623
262.3
Extra for shuttering in circular work
29
1521
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.
176.32
101181
573.85
Extra for shuttering in circular work
137.22
15748
114.77
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers..
12.52
6295
502.85
Extra for shuttering in circular work
12.52
1259
100.57
Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)
19.36
40400
2086.8
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
2
1271
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.
41.92
21169
505
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
100.68
34608
343.75
Extra for plastering on circular works
64.04
2199
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.
138
6900
50
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
80.1
7353
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)
152
8800
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.
150
19995
133.3
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
252
1549
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.
2055.94
408515
198.7
Providing and fixing S.C.I. S & S 100 mm dia bend
8
2120
265
Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
8
2112
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.
6
6000
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
1794
142174
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. Pipes 40 mmØ
2500
127250
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
3900
150189
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. Pipes 25 mmØ
2200
81510
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 20 mmØ
4500
112545
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 15 mmØ
1688
40258
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 mmØ
1800
42840
23.8
Providing and fixing brass bib cock of approved quality 15 mm with nominal bore
90
28696
318.85
Providing and fixing of brass Ferrule with CI mouth cover including boring and tapping the main 15 mm nominal bore
90
27873
309.7
Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 40 mm Dia
2
1409
704.7
Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 32 mm Dia
3
1853
617.8
Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 20 mm Dia
2
927
463.65
Providing and fixing 1 mm thick MS sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm MS gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using MS angles 40X40X6 mm for diagonal braces
2.16
9049
4189.6
Providing and fixing G.I Pipes complete for wash out, over flow and inlet G.I Pipe 80 mm Dia
50
42000
840
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.
20
13325
666.25
Reinforcement cement concrete work in walls (any thickness) inclduing 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 and shutterintg, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size)
4.23
36178
8552.85
Providing and fixing of steel wire rope 12 mm dia including all allied works U Clamps, flat iron clamps/ Hooks, labour engaged for stretching and carriage of steel wire rope (Complete Job)
300
120300
401
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 45 Km
16.11
8102
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 4000 m
13.3
17702
1331
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
1.42
4065
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 150 km
25.24
37179
1473.02
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 4000 m
22.12
73482
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 45km
34.32
19418
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 4000 m
30.48
101253
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
12.18
22810
1872.76
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
1.2
480
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
0.19
159
860.12
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
3.12
2925
937.58
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 1000 m
3.84
3600
937.58
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 170 Km
30.48
44597
1462.99
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 5000 m
30.48
63092
2069.7
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 170 Km
0.77
2167
2818.93
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 5000 m
0.77
13105
17042.15
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