Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil Works Others
Eprocure
Opening Date25 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 20,78,55,000 
Notes
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Costs

  • EMD

    ₹ 41,57,100
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 2,500

Description

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BOQ Items

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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department b. Over 30 cms to 45 cms. girth

6570

212

1392840

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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department c. Over 45 cms to 60 cms. girth

4990

362

1806380

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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department d. Over 60 cms. Girth

4990

512

2554880

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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

85600

34

2910400

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Removal of silt/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & 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 30cm.

54420

90

4897800

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Loading , Unloading and Disposal of land slide soil / earth/ sand/ pebbles / malba/ debris / rubbish / stone pebbles / rock mass including breaking of big boulders (if required) within initial lead of 50 m and lift up to 1.50 m.

35260

188

6628880

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required a. 1 lift

4903

8

41675.5

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required b. 2 lift

8805

17

149685

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required c. 3 lift

4149

25

105799.5

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required d. 4 lift

1360

34

46240

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required e. 5 lift

5472

42

232560

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required f. 6 lift

3662

59

217889

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Add extra over item No.5 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required g. 7 lift

1878

68

127704

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Extra lead over item no 5 of excavated material Add extra for lead beyond 250m & upto 750m (for average 1/2Km).

35260

18

643495

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect a. Hard / dense soil

20699

95

1966405

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect b.Hard soil mixed with Kankar / boulders, Morrum

38264

119

4553416

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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect a. Soft / disintegrated Rock

6443

161

1037323

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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect b. Hard Rock not required blasting

4464

242

1080288

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Add extra over item No. 4 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required. 2 lift

76374

17

1298358

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Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect. Earth/Soil

14839.62

88

1305886.56

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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m. Deduct if Standard Proctor's density to be achived is at least 90%.

13566

109

1478694

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Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

13566

25

339150

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

13566

12

170931.6

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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 and kankar & murrum for a. Bed

12270

9

121473

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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 and kankar & murrum for b. Side slopes

12136

13

161408.8

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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 & lifts

3661

815

2983715

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Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of a. 30 cm thickness (± 5 % thickness tolerance)

7322

1934

14160748

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Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. a.In Cement sand mortar 1:3

24406

148

3612088

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

230

533

122730.3

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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. In cement mortar

1148.2

403

463597.23

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Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.

7029

14

98406

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Providing and Laying in position of Cement concrete Nominal mix (1:4:8) 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

357

4592

1639344

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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 20 mm

3118

4975

15512050

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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 all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5

4803

4136

19865208

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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 Superstructure including curing all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5

17541

4348

76268268

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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

32834

329

10802386

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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 & lifts

5537

815

4512655

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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 50 mm

5685

320

1819200

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Providing and laying cement concrete coping in (1:2:4) with max. size of crusher broken agg. Upto 20mm including shuttering etc. with all leads of materials complete in all respect in thickness of 75mm

475

480

228000

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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type Dam Shutter gates interchangeable consisting of sealing frame (embedded parts), skin plate of shutters, stiffeners, horizontal and vertical girders, guide, stainless steel flat, lifting hooks, clits fasteners etc., with all accessories including frame & gate complete set for Barrage/ Stop dam/ waste weir / spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, tools and tackles, seal fixing, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, including primer coating, should not be less than 350 microns., etc. complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials.

12

174810

2097720

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Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.

800

72

57600

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Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed.

1002

300

300600

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Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone)

1002

250

250500

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Painting distance mark stone and lettering with light blue white or yellow un- washable paint including cost of material

1002

120

120240

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Side shuttering including propping etc. complete (to achieve finish F 2 for : Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

870

185

160950

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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

184

225

41400

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Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)

252

340

85680

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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)

67000

89

5963000

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Providing and Laying 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 (1cement :3 coarse sand) and making good the joints excluding the cost of centering,shuttering and reinforcement.well graded Crusher brocken stone aggregate of maximum size upto 20mm.

1193

5988

7143684

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

1517

200

303400

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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 20mm

54

5535

298890

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Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.

175

721

126187.25

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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 1:5 Add extra for superstructure brick masonry

3

6042

18126

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Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.

218

205

44690

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R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (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 all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar

53

4074

215922

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Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) uncladed

6

1137

6822

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Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete.

3

650

1950

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Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete

3

603

1809

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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 & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000 mm NP 3

17.5

7217

126297.5

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Coursed stone Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) up to 0.5 thickness on top of exposed face, including all leads of all construction materials including curing etc. complete. in cement sand mortar 1:5

9

6769

60921

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Coursed stone Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) up to 0.5 thickness on top of exposed face, including all leads of all construction materials including curing etc. complete.in cement sand mortar 1:5. Add extra for Masonry work in superstructure

9

6981

62829



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