Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 32,97,84,059 
Notes
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Costs

  • EMD

    ₹ 65,95,681
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 2,500

Summary

Construction Of Gugor Anicut Across Parvati River Near Village Gugor, Tehsil Chhabra District Baran

Description

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BOQ Items

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Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.

27377.75

446

12210476.5

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Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect

2672.94

1079

2884102.26

... More
Preparation of foundation of structure including removal of all loose stones, silt and final washing.By compressed air & water under pressure

9014.8

70

631036

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Drilling holes of 35 mm diameter for anchor rods. Upto 1.50 m. depth .

883.5

129

113971.5

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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

589

245

144305

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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

6802.95

72

489812.4

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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), 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;( c)40mm (For mix design Cement content considered 320 kg/ cum of concrete)

13883.34

5723

79454354.82

... More
Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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(For mix design Cement content considered 400 kg/ cum of concrete).

4880.75

6340

30943955

... More
Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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 40mm(For mix design Cement content considered 400 kg/ cum of concrete).

2121

6288

13336848

... More
Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), 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(For mix design Cement content considered 420 kg/ cum of concrete)

4326.62

6600

28555692

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)

4326.62

140

605726.8

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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.

4880.75

200

976150

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Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non - suspended horizontally laid mass concrete)

2740.53

160

438484.8

... More
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.

12552.62

220

2761576.4

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Side shuttering including propping etc. complete (to achieve finish F 2 for:Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.

1689.15

340

574311

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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 .iiTor or ribbed bars (IS :1786)

626993.83

89

55802450.87

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Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction joint as per drawing complete in all respect.

360

800

288000

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Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.

4507.6

91

410191.6

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Extra lead over item no 1 to 8 of excavated material.Beyond initial lead of 50 m & upto 250m

4507.6

9

42822.2

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Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts.23cm thickness (± 5 % thickness tolerance)

575

1712

984400

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Add extra with the permission of Superintending Engineer,1. Rs 260.00 per cum of concrete if computerised password protected composite weight-batching and mixing plant with suitable green concrete transportation mechanism or transit mixer is used

25211.71

260

6555044.6

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Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth

310

861

266910

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Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m. depth

62

1277

79174

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Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes.

83.7

1061

88805.7

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Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc. complete.

74.4

704

52377.6

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Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification.

62

1521

94302

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Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete

74.4

1456

108326.4

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Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption)

93

12143

1129299

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Cement PPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty bag).

1860

315

585900

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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.NP 3 ,150 mm dia

300

531

159300

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Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.

110080

389

42821120

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Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.

38400

1090

41856000

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Single levelling with auto level, recording level @ 30 meter interval, chaining pegging for l-section and cross section survey work for new dam and canal etc.Level book, bench mark value and location and plotting of the survey data (L-section or X-section) is to be submitted to the department.In plain area

13

800

10400

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Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPS instrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract.Note: Khasra map will be provided by Department.Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves and tables.

20

375

7500

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Geological investigation (where directed) Checking of retrogression below spill arrangement, logging of bore log, rock strata classification, suitability of structure foundation and suggesting remedial measures for control of excessive seepage from foundation or body of the dam etc. by the Geological expert having experience more than 15 years and submission of final report.

4

5300

21200

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Computation of peak flood, routed flood and checking of the adequacy of flood discharge, capacity of existing spill arrangement. In case of existing spill arrangements are found inadequate, the alternative proposals for increasing spill capacity without changing the existing MWL or encroaching the free board be suggested.

1

9500

9500

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Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.

19655

1

28499.75



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