Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date19 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 75,32,111 
Notes
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Costs

  • EMD

    ₹ 1,50,642
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).

687.44

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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.

354.75

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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.

8311.9

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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per Sqm as on prepared bed and side slopes before laying concrete on bed and side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge

9606.41

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Filling Contraction Joint with sealing compound to be applied hot after applying primer coat.

2790.75

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Earthwork for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (from 0 to 1.50 mtr depth)

1351.14

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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 0 to 450m.

10707.34

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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 450m to 1Km.

10707.34

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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 1Km to 5Km.

10707.34

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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 to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver)

400.97

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Providing and laying cement concrete (M-15) laid manually for coping & Sleepers with cement content 325 Kg/cum mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers with an average lead of 1Km (For Trapezidal section and Cup Section of all radii) including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

139.32

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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.20 ft= 6.1 cm (min wt 65 kg)

2

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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.25 ft= 7.6 cm (min wt 68 kg)

2

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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.32 ft= 9.9 cm (min wt 72 kg)

3

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

7878.04

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

7878.04

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Extra for rolling to specifications.

7878.04

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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. Discharge upto 1.5 cum/sec.

2.69

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Dismantling Brick work, tile, masonary or tile lining in cement.

393.99

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Filling expansion joints with special impervious hot pour 12.5mm wide.

112.41

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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets (including excavation, refilling, consolidation and dressing) . with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Patrolling Side)).

2

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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e; Concrete R.C slab and cement masonary. with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Patrolling Side)).

2

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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Patrolling Side))

2

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Cement Concrete 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means using concrete mixer volume metric type. (Providing and Fixing Outlet (Patrolling Side)).

4.66

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Laying 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 super structure. (Providing and Fixing Outlet (Patrolling Side)).

1.14

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. (Providing and Fixing Outlet (Patrolling Side)).

14.02

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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (Providing and Fixing Outlet (Patrolling Side)).

17

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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (Providing and Fixing Outlet (Patrolling Side)).

3.24

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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. (Providing and Fixing Outlet (Patrolling Side)).

0.9

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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets (including excavation, refilling, consolidation and dressing) . with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Non-Patrolling Side)).

8

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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e; Concrete R.C slab and cement masonary. with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Non-Patrolling Side)).

8

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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m. (Providing and Fixing Outlet (Non-Patrolling Side))

8

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Cement Concrete 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means using concrete mixer volume metric type. (Providing and Fixing Outlet (Non-Patrolling Side)).

11.52

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Laying 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 super structure. (Providing and Fixing Outlet (Non-Patrolling Side)).

1.04

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. (Providing and Fixing Outlet (Non-Patrolling Side)).

22

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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (Providing and Fixing Outlet (Non-Patrolling Side)).

51.36

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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (Providing and Fixing Outlet (Non-Patrolling Side)).

4

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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. (Providing and Fixing Outlet (Non-Patrolling Side)).

1.04

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Cement Concrete 1:4:8 with Stone Ballast 40 mm gauge mixing by mechanical means using concrete mixer volume metric type. (Supply and fixing distance Marks).

0.43

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-

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Laying 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 super structure. (Supply and fixing distance Marks).

0.08

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-

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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 Marks).

0.31

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Laying 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 super structure. (Supply and fixing boundary pillars).

0.66

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-

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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).

0.48

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