Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Eprocure
Opening Date16 Mar 2024
Closing Date22 Mar 2024
Tender Amount₹ 39,79,000 
Notes
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Costs

Description

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BOQ Items

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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

3.5

25172

7192.05

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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

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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)

2.8

25071

8953.95

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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)

1.46

13809

9458.65

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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

2246

177995

79.25

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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)

12.2

60309

4943.4

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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)

10.01

85614

8552.85

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Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.

51.01

13379

262.3

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Extra for shuttering in circular work

43.1

2261

52.46

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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

234.24

134418

573.85

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Extra for shuttering in circular work

135.96

15604

114.77

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Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers..

15.76

7924

502.85

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Extra for shuttering in circular work

15.76

1584

100.57

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Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)

19.65

41005

2086.8

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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.

2

1271

635.6

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Edges of slabs and breaks in floors and walls Under 20 cm wide

15.2

3682

242.3

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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.

33.84

17089

505

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12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)

145.1

49878

343.75

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Extra for plastering on circular works

66.28

2276

34.35

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Cement Plaster ( In fine sand) 12mm cement plaster of mix 1:4 ( 1 cement : 4 fine sand)

11.15

2899

260.05

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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

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Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

151.35

13893

91.8

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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)

163.24

9451

57.9

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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.

141

18795

133.3

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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.

2.7

11311

4189.6

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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

534

3284

6.15

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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.

2349.11

466768

198.7

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Providing and fixing S.C.I. S & S 100 mm dia bend

8

2120

265

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Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S

8

2112

264

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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

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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.

2.25

3375

1500

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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.

2.34

1404

600

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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.

-

-

-

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100mm dia(M)

10

12349

1234.95

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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 )

-

-

-

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100mm dia

1

4597

4597.85

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Providing and fixing G.I. pipes complete for washout , overflow and Inlet G.I Pipe 80mm (m)

18.75

15750

840

... More
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 50mmØ

4600

246560

53.6

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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 40mmØ

3400

173060

50.9

... More
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 32mmØ

2700

103977

38.51

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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

660

15741

23.85

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Laying and fitting of HDPE. Pipes along with labour for jointing , fixing of HDPE Pipe specials as per IS Specifications including TEE's , Elbows , Bends , Scokets , Unions & overheads etc fixures complete excluding Trenching and refilling etc external work. Including testing , disinfection and commissioning as per direction of Engineer Incharge PN 10 , PE100 and IS 4984:2016 HDPE Pipes 63mmØ

1000

37800

37.8

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Laying and fitting of HDPE. Pipes along with labour for jointing , fixing of HDPE Pipe specials as per IS Specifications including TEE's , Elbows , Bends , Scokets , Unions & overheads etc fixures complete excluding Trenching and refilling etc external work. Including testing , disinfection and commissioning as per direction of Engineer Incharge PN 10 , PE100 and IS 4984:2016 HDPE Pipes 50mmØ

1500

43800

29.2

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Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80mmØ

1

2406

2406.65

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Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65mmØ

1

1568

1568.85

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Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50mmØ

2

1885

942.75

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Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 40mmØ

2

1409

704.7

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Providing & Fixing brass bib cock of approved quality 15 mm nominal bore

35

11159

318.85

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Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore

35

10839

309.7

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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.

5

6343

1268.75

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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.

35

23318

666.25

... More
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 10 Km MT and 1000 m by Manual means.

5.6

3457

617.49

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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 MT and 6000 m by Manual means.

2.3

5733

2492.79

... More
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 30 Km MT and 6000 m by Manual means.

6.7

15672

2339.19

... More
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 30 Km MT and 10000 m by Manual means.

1.15

4117

3580.09

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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 10 Km MT and 500 m by Manual means.

2.3

1063

462.39

... More
Carriage of 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 10 Km MT and 1000 m by Manual means.

1.65

1777

1077.21

... More
Carriage of 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 50 Km MT and 6000 m by Manual means.

0.32

1495

4733.51

... More
Carriage of 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 30 Km MT and 6000 m by Manual means.

0.72

3297

4579.91

... More
Carriage of 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 30 Km MT and 10000 m by Manual means.

0.19

1490

8013.51

... More
Carriage of 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 10 Km MT and 500 m by Manual means.

0.37

276

744.01

... More
Carriage of Sand from nearest Source (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 130 Km MT and 1000 m by Manual means.

9.57

21415

2237.8

... More
Carriage of Sand from nearest Source (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 130 Km MT and 6000 m by Manual means.

2.76

17144

6211.8

... More
Carriage of Sand from nearest Source (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 150 Km MT and 6000 m by Manual means.

11.17

71315

6384.6

... More
Carriage of Sand from nearest Source (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 150 Km MT and 10000 m by Manual means.

1.56

14919

9563.8

... More
Carriage of Sand from nearest Source (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 150 Km MT and 500 m by Manual means.

3.12

6281

2013.2

... More
Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 MT and 1000 m by Manual means.

10.43

12876

1234.6

... More
Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 30 Km MT and 6000 m by Manual means.

15.28

81714

5347.8

... More
Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 MT and 6000 m by Manual means.

3.51

19377

5520.6

... More
Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 30 Km MT and 10000 m by Manual means.

1.98

16883

8526.92

... More
Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 10 Km MT and 500 m by Manual means.

3.96

3106

784.4

... More
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

0.89

1666

1872.76

... More
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

15.83

16044

1013.56

... More
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 Km by MT.and 6000 by Manual Means.

2.25

14365

6384.6

... More
Carriage of filter media 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 and stone aggregate upto 20mm from road site / dumping place to site of work(To be identified by engineer in charge) . an av. distance of 50 Km by Mechanical Transport. and 6000 m by Manual Means.

2.34

12918

5520.6

... More
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km

37.5

49102

1309.39

... More
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 6000 m

37.5

92275

2460.69

... More
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km

2.05

5183

2528.73

... More
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 6000 m

2.05

41754

20368.15



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