Water Resources Department Tender
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Costs
EMD
₹ 3,45,080Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_WR_92592_2Bid Award Id
ViewTender No
13/2022-23 dated 18-11-2022Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Dressing of earth work (i) New work or remodeling work.
Unit
7053.21
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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.
21596.87
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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.
374.75
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Dressing side slopes and preparation of sub grade for lining.
24360
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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
28518.93
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Filling expansion joints with special impervious hot pour 12.5mm wide.
33.61
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-
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0 to 1.5m depth
6232.04
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depth exceeding 1.5 ms but upto 3.0 ms.
578.49
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Cement concrete lining 60mm. Thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic compterized Bathing and 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)
1824.27
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Compaction
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
24608.27
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Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
24608.27
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Extra for rolling to specifications.
24608.27
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Dismantling brick work, tile masonry or tile lining(In cement)
2430.91
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Filling contraction joint with sealing compound complete in all respects.
7858.77
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect.
476.4
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Drag belling single kassi stroke complete in all respect
4.72
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Applying Bitumen Primer coat on sides of lining and top of sleeper for construction joint, expansion joint & contraction joint. complete in all respect
1380
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Providing and laying 250mm wide LDPE film 150 micron over sleepers.
190.47
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Earth work for outlet:-((b)) Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing )
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With H upto 0.5 m
3
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With H more than 0.5 m. but upto 0.9 m
4
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Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:-
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With H upto 0.5 m
3
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With H more than 0.5 m. but upto 0.9 m
4
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Adjusting A.P.M to the correct Y and fixing in position:- ((c )) Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30 m.m.
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With 'H' upto 0.5 m
3
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with H more than 0.5 m but upto 0.9 m
4
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Extra labour for dressing bricks On O.F. And A.P.M. type outlets
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With H upto 0.5 m
3
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With H more than 0.5 m. but upto 0.9 m
4
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Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
0.65
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Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
16.77
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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 vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
4.35
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
36.75
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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
3.97
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Supply of APM block @ 1500
7
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dressing of dowel
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Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead. (Plains)
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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (pacca)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (pacca)
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