Water Resources Department Tender
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Costs
EMD
₹ 5,69,876Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127862_2Bid Award Id
ViewTender No
02Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m.
3748.4
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Dismantling brick work tile, masonary or tile lining in cement.
14.89
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
592.18
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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.
2167.07
-
-
Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
29880.29
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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.
35011.93
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-
Filling Contraction Joint with special impervious hot pour as per design and specification.
9616.35
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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)
8591.55
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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.
26772.81
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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.
26772.81
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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 2Km.
26772.81
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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 2Km to 3Km.
26772.81
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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 3Km to 4Km.
26772.81
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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 4Km to 5Km.
26772.81
-
-
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 5Km to 6.62Km.
26772.81
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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) (Lining + Sleeper + Coping)
2252.54
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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)
1
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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. 0.5 ft= 15.2 cm (min wt 80 kg)
3
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-
Earthwork in excavation in 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.
175.63
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-
Supplying, fitting and placing HYSD bar reinforcumcement in sub-structure completeas per drawing and technical specifications.
10.06
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-
Sand filling in Foundation trenches as per drawing and Technical Specification (Under the Bed of fall).
71.41
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-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and
compacted by vibration including curing for 14 days.
24.1
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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.
43.66
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit
Mixer and Concrete Pump.
16.82
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.
20.98
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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.
68.48
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.
11.72
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-
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
31794.22
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-
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
31794.22
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-
Extra for rolling to specifications.
31794.22
-
-
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.
6.5
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-
Filling expansion joints with special impervious hot pour 12.5mm wide.
364.65
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-
Providing,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 and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 63mm o/d pipe of 6 Kgf. /sqcm
7
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-
Furnishing and Placing Reinforced/ Prestressed Cement Concrete in Super structure as per drawing and technical specification. RCC Grade M 40 using batching plant, Transit Mixer and Concrete Pump for Solid Slab Super-structure-including centering and shuttering Height up to 5m.
7.04
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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).
1.39
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-
Cement Concrete 1:3:6 With stone blast or shingle mixing by mechanical means. (Supply and fixing Distance Marker).
1.09
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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).
0.2
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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).
6.14
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-
Painting new letters and figures of black synthetic enamel paint to an even shade. (Supply and fixing Distance Marker).
3780
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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).
0.75
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (Providing and Fixing Outlet (Patrolling Side)).
55.38
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-
Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (Providing and Fixing Outlet (Patrolling Side)).
9.72
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-
Cement Concrete 1:4:8 With stone blast or shingle mixing by mechanical means. (Providing and Fixing Outlet (Patrolling Side)).
15.72
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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. (Providing and Fixing Outlet (Patrolling Side)).
3.42
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-
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Providing and Fixing Outlet (Patrolling Side)).
51.18
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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)).
2.7
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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)).
6
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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)).
6
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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))
6
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-
Credit of EC bags and Brick Bats. (Providing and Fixing Outlet (Patrolling Side)).
1
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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).
0.81
-
-
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).
0.61
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-
Any Other Item
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