Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Irrigation Work
Eprocure
Opening Date26 Oct 2024
Closing Soon25 Nov 2024
Tender Amount₹ 33,29,70,000 
Notes
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Costs

  • EMD

    ₹ 66,59,480
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 2,500

Description

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Add extra for each subsequent lead of 500m or part there of beyond 0.500 Km and up to 5 km 5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95

120995.17

33

4083586.99

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(i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density

176808.72

39

6895540.08

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Watering of earth including cost of carriage of water when source of water is up to 1 Km

176808.72

12

2227789.87

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Beyond 1 Km but up to 5 Km extra per Km

176808.72

5

884043.6

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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

1883.79

5058

9528209.82

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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4

849.84

4580

3892267.2

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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 7.8.1 Masonry work in superstructure

1467

4792

7029864

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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 20 mm

3626.68

314

1138777.52

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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

1092.2

480

524256

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Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

2489.37

5648

14059961.76

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Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm

242.46

6091

1476823.86

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Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

19435

220

4275700

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Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 20 mm

2503.5

5224

13078284

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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm NP3

350

7217

2525950

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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm Labour Charges only

350

442

154700

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Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness10.0 cm

26281.2

40

1051248

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Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect

125297.4

34

4260111.6

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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar and murrum for Bed

114572

9

1134262.8

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Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for: In bed

46577.2

62

2887786.4

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Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.

249823.4

2

624558.5

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Supplying, laying and spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete.

135251.4

59

7979832.6

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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. 10 cm

115832

687

79576584

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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal side of thickness. 10 cm

8694

760

6607440

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Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.

60176

60

3610560

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Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.

53955.2

89

4802012.8

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Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading and transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade and 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications. In bed

14221.2

827

11760932.4

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Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading and transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade and 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications.In sides

111076.2

854

94859074.8

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Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts

10275

815

8374125

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Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted.

80

350

28000

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Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300 mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand.

15810

150

2371500

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(ii)Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles and obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms having Lined section

24505

28

686140

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Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 7.8.1 Masonry work in superstructure

290

6106

1770740

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Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)

176.7

89

15726.3

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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300mm NP3

80

1059

84720

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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300 mm Labour Charges only

80

132

10560

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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vent liners (steel liners for sluice/tunnel or as per requirement in Dam/irrigation system) including Embedded parts consisting of liner plates, anchors, stiffeners, girders, fasteners etc. and any required necessary item, with all accessories for all types of Gates/ sluice channels/ any section of water resources projects including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing and forwarding, transportation charges complete, as per specifications and approved drawings.

26.7

123305

3292243.5

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Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: For thickness of tiles 10mm to 25mm.

28.15

20

563

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Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead.

82.5

15

1237.5

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Providing and fixing designer cement concretee polished tiles over 20mm average thick base of CM 1 :4 (1 Cement : 4 sand) jointing with cement mortar 1 :2 ( 1cement : 2 sand) with pigment to match the shade of the tiles having minimum thickness of 25mm complete with all respect. ( as per IS 1237:2012)

367

1180

433060

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Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete Old Plastered Surface (two or more coats)

1100

46

50600

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer.

1100

75

82500

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

1100

69

75900

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P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass Long body, 15mm nominal bore weight not less than 690 gm

5

783

3915

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P & F Chromium plated Swan-neck Laboratory Cock of approved quality / make: Two way

2

525

1050

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P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make: C.P. Pillar cock Elbow action, 15 mm nominal bore.

2

820

1640

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P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Other sizes

2

1538

3076

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P & F Grating of approved quality/make: Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make

4

97

388

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Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm

20

266

5320

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Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: Of area exceeding 3 square meter.

4

55

220

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P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor

2

5198

10396

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P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 510 mm x 400 mm

2

2408

4816

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Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge Swan neck pillar cock 15 mm nominal size

4

1580

6320

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P & F 15 mm. Dia Connection Pipe of approved quality/make : CP Brass Pipe with CP Brass nuts upto length 370mm.

4

123

492

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P& F waste Pipe with all fitting G.I(B class) 32mm

2

224

448

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P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity.

2

7841

15682

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Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore

4

101

404

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Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 20mm dia nominal bore

3

140

420



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