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 Date20 Jun 2024
Tender Amount₹ 60,91,000
Costs
EMD
₹ 1,21,820Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_250408_2Bid 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)
8.52
72870
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
9.95
71560
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
16.32
138022
8457.25
Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
16.4
1667
101.7
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)
6.21
55604
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)
6.6
62427
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
4005
317396
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)
17.24
85224
4943.4
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
51.24
13440
262.3
Extra for shuttering in circular work
31.44
1649
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.
369.56
212072
573.85
Extra for shuttering in circular work
223.4
25639
114.77
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers..
28.64
14401
502.85
Extra for shuttering in circular work
28.64
2880
100.57
Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)
66.8
139398
2086.8
Extra for arches, domes, vaults exceeding 6 m span if applicable.
44.19
44563
1008.45
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
18.5
11758
635.6
Edges of slabs and breaks in floors and walls Under 20 cm wide
58.4
14150
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.
61.89
31254
505
Cement Plaster ( In fine sand) 12mm cement plaster of mix 1:4 ( 1 cement : 4 fine sand)
146.16
38008
260.05
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
116.9
40184
343.75
Extra for plastering on circular works
116.9
4015
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.
228.4
11420
50
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
198.61
18232
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)
199
11522
57.9
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 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.
170
22661
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.
3.87
16213
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
252
3238
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.
1517.54
248800
163.95
Providing and fixing G.I. pipes complete for washout , overflow and Inlet G.I Pipe 65mm (m)
50
38657
773.15
Dumping stone excluding cost of stones in horizontal on level
14
3029
216.4
Supply of Nallaha stone
14
5600
400
Providign and Laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering and shuttering ,finishing and reinforcement. All works upto plinth level with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.35
16665
7091.6
Providign and Laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering and shuttering ,finishing and reinforcement. All works upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3.76
22099
5877.45
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)
50 mm G.I
500
238750
477.5
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)
40 mm G.I
1600
617680
386.05
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)32mm G.I
1150
342872
298.15
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)25mm G.I
850
211650
249
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)20mm G.I
1000
182650
182.65
Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work)15mm G.I
2500
361000
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
900
196920
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
2900
406580
140.2
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
80mm dia
3
7219
2406.65
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
65mm dia
8
12550
1568.85
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
50mm dia
15
14141
942.75
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
40mm dia
15
10570
704.7
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
32mm dia
8
4942
617.8
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
25mm dia
8
4350
543.85
Providng and Fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end)
20mm dia
8
3709
463.65
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 50mm to 80mm dia.
20
25375
1268.75
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.
110
73287
666.25
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
125
39856
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
125
38712
309.7
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
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 60 Km Mechanical Transport and 01 Km by manual means
29.8
30353
1018.57
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 60 Km Mechanical Transport and 01 Km by manual means .
4.94
7305
1478.31
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 200 km MT and 01 Km by manual means .
46.39
131868
2842.6
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 60 km MT and 01 Km by manual means ..
57.39
93717
1633
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
27.93
52306
1872.76
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 60 Km Mechanical Transport and 03 Km by manual means
2
3277
1638.99
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 60 Km Mechanical Transport and 03 Km by manual means .
0.06
168
2811.11
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 190 km MT and 03 Km by manual means .
3.12
13558
4345.8
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 60 km MT and 03Km by manual means .
3.96
12761
3222.6
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 180 Km
15.72
24197
1539.79
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 3500 m
15.72
23303
1482.9
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 180 Km
2.88
8524
2964.03
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 3500 m
2.88
34664
12053.15
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