Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 70,00,000
Costs
EMD
₹ 1,40,000Document Cost
₹ 500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_133559_1Tender No
40/10-A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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 exclding royalty
14000
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Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
4101.35
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
4101.35
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Extra for rolling to specifications.
4101.35
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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.
1585.96
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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.
59.05
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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.
7349.42
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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.
19.86
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Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.
2212.43
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Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
3.35
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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.
417.33
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Cement concrete lining 75 mm. 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). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. ( For lining and coping)
436.89
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Plan/Rcc in open foundation complete as per drawing and technical specifications PCC grade M15 ( For Sleeper)
59.05
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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.
64.22
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Supply of wooden pegs for levelling work from canal or road plantation 40mm to 50mm dia and 15cm to 23cm long. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
0.55
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Providing, Laying and fixing of Tail cluster Bifurcation including dismantling of old tail clusters. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
0.25
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
0.75
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
0.5
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Providing, Laying and fixing APM/OF outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
2
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Providing, Laying and fixing APM/OF outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
2
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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.( For Steps at pacca stucture)
0.5
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Bending and fixing iron rungs on lined slope
29
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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. (Depth 3 m )
23.88
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Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.
4.2
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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.
1.32
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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
4.4
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)
4.12
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Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
0.54
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Rehandling ( 50% of excavation soil)
11.94
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Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. Earth work upto 1.5 m. Depth i All classes of soil except rocky
72.38
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Cement concrete 1:4:8 (a) with stone ballast 20mm gauge (i) mixing by manual means
3.38
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
13.05
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12.5 mm thick cement plaster 1:4
76.4
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Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry)
5.64
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Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
1.8
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Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).
1.8
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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.
(xxviii) 160mm o/d pipe of 2.5 Kgf. /sqcm
15
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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. xxix 200mm o/d pipe of 2.5 Kgf. / sqcm
20
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Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means
0.08
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Foot Rest for Manhole.
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes
with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
30
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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.
0.71
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Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. (A) All types of soil ( c) 400 mm dia
60
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. (c) 200 mm nominal size dia.
50
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in- charge. 200 mm nominal size dia.
12
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Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
2
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Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 200mm internal diameter
4
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Supplying & Fixing of PVC bend 6" Dia(150mm).
1
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T- Joint of PVC 8" Dia.(200mm dia)
2
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"Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge (a) Capacity of Air compressor 300 cfm at 250 PSI"
4
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Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in- charge.
4
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Supply & Installation of mechanical flowmeter(150mm Dia) complete in all respects (For recharging well )
1
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