Water Resources Department Tender
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Costs
EMD
₹ 2,02,006Document Cost
₹ 1,500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_123644_1Bid Award Id
ViewTender No
06 Dated 09.07.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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 Disposal/carraige from (a)0 upto 450m
8639.78
-
-
(b) 450m upto 1Km (pacca)
8639.78
-
-
(c) 450m upto 1Km (katcha)
8639.78
-
-
(d) 1 km to 10 km ( pacca)
8639.78
-
-
(e) 1 km to 10 km ( katcha)
8639.78
-
-
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-((a)) 0 to 1.5 m depth
2808
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-
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary
road :- ((a)) Discharge upto 1.5 cum/s km
3.6
-
-
Dismantling brick work tile, masonry or tile lining ((b)) In cement
994.95
-
-
Dressing side slopes
and preparation of sub grade for lining.
9879.68
-
-
Providing and laying Cement concrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/drawing and PWD
specifications
33.47
-
-
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concreteon bed and side slopes
10326.62
-
-
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)
582.13
-
-
Providing and laying Cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications
150.75
-
-
Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth
3178.52
-
-
Filling expansion joints with special impervious hot pour 12.5mm wide
64.8
-
-
(M-73) Polythene films/ sheet of 100,125, 150, 200,250
micron
61.62
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth
beam (vertical or battering)
191.45
-
-
Extra bitumen painting at 0.69 Kg. per sqm
637.97
-
-
Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
12
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-
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but
excluding cost of rolling.
10313
-
-
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for
compaction.
10313
-
-
Extra for rolling to specifications.
10313
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-
Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
2
-
-
Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
2
-
-
Adjusting new APM block in correct ‘y’ and fixing in position
2
-
-
C.C. 1:4:8 with brick ballast 40 mm gauge
4.55
-
-
Brick masonry in 1:4 CSM
13.17
-
-
RCC M20 for slab
1.04
-
-
Bending binding and placing in position CTD bars Fe 500
0.72
-
-
Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
2
-
-
Dag belling single kassi stroke minimum 7.5cm depth complete in all respectas per drawings and pwd
specification
3.6
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical
Specifications.PCC Grade M15
5.75
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 ((a)) Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
9.08
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant,
Transit Mixer and Concrete Pump
11.06
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
0.3
-
-
Earth work 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 matter, dressing of sides and bottom and backfilling with excavated surplus soil.
In Ordinary soil Mechanical Means Depth upto 3 m
117.41
-
-
Dismantling concrete Reinforced cement concrete
20.26
-
-
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding
placing in position complete
46.03
-
-
PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical
specification
3.12
-
-
Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical
specification
6.31
-
-
Asphaltic Plug joint: Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
13.2
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30-For solid slab. Using Batching Plant,
Transit Mixer and Concrete Pump For Solid slab super-structure-including
centering and shuttering Height up to 5m
7.29
-
-
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For
Bridges)
2
-
-
Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
7.35
-
-
Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqmcomplete as per technical clause 502 specifications of MORT&H
37.89
-
-
Mastic Asphalt 25mm thickness Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 degree C, protruding 1 mm to
4 mm over mastic surface complete as per technical clause 516 of MORT&H
specifications. Wearing coat
37.88
-
-
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.
19.99
-
-
Applying priming coat with cement primer in all shade on newly plastered or
concrete exterior surface
19.99
-
-
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding
placing in position complete
26.9
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical
Specifications. PCC Grade M15
8.05
-
-
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 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant,
Transit Mixer and Concrete Pump
9.38
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical
Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump
29.29
-
-
Crash Barriers Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
12.39
-
-
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