Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date23 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 5,44,03,460 
Notes
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Costs

  • EMD

    ₹ 10,88,069
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

434.54

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Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

831.53

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Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

17824.96

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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

20122.62

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Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

57.7

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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) 0 to 1.5 m depth.

5215.89

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) Disposal/ carraige from 0 to upto 450m.

104983.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (b) Disposal/ carraige additional beyond 450m upto 1Km.

104983.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 1Km upto 2Km.

104983.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 2Km upto 3Km.

104984.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 3Km upto 4Km.

104985.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 4Km upto 5Km.

104986.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 5Km upto 6Km.

104987.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 6Km upto 7Km.

104988.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 7Km upto 8Km.

104989.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 8Km upto 9Km.

104990.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 9Km upto 10Km.

104991.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 10Km upto 11Km.

104992.98

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (c) Disposal/ carraige for every additional 11Km upto 11.23Km.

104993.98

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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(Lining + Sleeper + Coping).

1356.41

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Excavation of soil using Hydraulic excavator and tippers I/C cutting and loading in tippers and Transporting to the embankment locations with all lift and leads (For disposal of slush) Note:- For Kacha road rates will be increased by 20 %. Disposal/Carriage from 0 to 450m.

2002.76

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Filling Contraction joint with special impervious Hot Pour as per design and specifications.

7321.18

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Providing, lowering precast concrete NP-2 plain end pipe and collar with reinforcement in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc complete in all respect. RCC Pipe NP-2 (i) 600 mm i/d Pipe

75

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Providing, lowering precast concrete NP-2 plain end pipe and collar with reinforcement in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc complete in all respect. RCC Pipe NP-2 (l) 900 mm i/d Pipe.

90

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Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with excavated surpulus soil. In ordinary soil by Mechanical means Depth upto 3m.

68.71

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.

14.99

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump.

19.64

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.

16.14

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC grade M30 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.

51.47

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Sand filling in Foundation trenches as per drawing and Technical Specification.

38.72

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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications.

7.75

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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

66223.76

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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

66223.76

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Extra for rolling to specifications.

66223.76

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Removal/ Clearance of slush from wet drains mechanical means.

3337.94

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Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

1.63

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Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) For Discharge upto 1.5 cum/s .

4.95

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Prviding, laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of engineer-in-charge) along the trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications. (XXii) 110mm o/d PVC pipe of 4 Kgf./Sqcm

30

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Prviding, laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of engineer-in-charge) along the trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications. (XXiii) 160mm o/d PVC pipe of 4 Kgf./Sqcm

77.94

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Prviding, laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of engineer-in-charge) along the trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications. (XXiV) 200mm o/d PVC pipe of 4 Kgf./Sqcm

60

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Prviding, laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of engineer-in-charge) along the trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications. (XXiV) 250mm o/d PVC pipe of 4 Kgf./Sqcm

60

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Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

153.91

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Furnishing and placing reinforced / prestressed cement concrete in super-structure complete as per drawing Technical specifications RCC/PSC M-40 using Batching plant, Transit mixer and concrete pumpfor solid slab super-structure including centering and shuttering height upto 5 mtr.

9.76

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Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges).

4

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Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

53.57

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Filling expansion joints with special bituminous material for joint size approx 375mm deep and 20mm wide including supply and carriage of all material, complete in all respects.

9.52

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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (Supply and fixing Distance Marker).

1.19

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Cement Concrete 1:3:6 With stone blast or shingle mixing by mechanical means. (Supply and fixing Distance Marker).

0.88

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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth. (Supply and fixing Distance Marker).

0.17

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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (Supply and fixing Distance Marker).

4.42

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Painting new letters and figures of black synthetic enamel paint to an even shade. (Supply and fixing Distance Marker).

3060

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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Supply and fixing Distance Marker).

0.68

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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth. (Supply and fixing boundary pillars).

1.36

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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Supply and fixing boundary pillars).

0.99

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