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Water Resources Department Tender
View complete overview of Punjab WRD Tender
Costs
EMD
₹ 7,00,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Summary
Rehabilitation, Renovation And Modernization Of Chheharta Disty Fromr Rd 0 To 18822 And Rajasnasi Minor From Rd 0 To 8081.
Description
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Documents
BOQ Items
| Item | Quantity | Units | Rate | Amount |
|---|---|---|---|---|
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.
For Discharge upto 1.5 cum/s. | 5 | km | - | - |
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.
For Discharge exceeding 1.5 cum/s but upto 4.5 cum/s. | 12 | km | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 1450 | cum | - | - |
Rehandling of Earthwork. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 525 | cum | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 3100 | cum | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Disposal/carraige from 0 upto 450m. | 28750 | cum | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Disposal/ carraige additional beyond 450m upto 1Km. | 28750 | cum | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Disposal/carraige for every additional Km upto 5Km. | 28750 | cum | - | - |
Compaction.Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.Extra for rolling to specifications. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 18700 | cum | - | - |
Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 3400 | sqm | - | - |
Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 45000 | sqm | - | - |
Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 28750 | cum | - | - |
Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 11000 | sqm | - | - |
Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 320 | cum | - | - |
Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
For 0 to 1.5 m depth. | 5500 | cum | - | - |
Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Depth exceeding 1.5 m but upto 3.0 m. | 150 | cum | - | - |
Excavating conglomerate for drains and bed sleepers under the lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 10 | cum | - | - |
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. | 50807 | sqm | - | - |
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. | 3850 | per cm per m depth. | - | - |
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. | 8 | km | - | - |
Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 300 | sqm | - | - |
Cement concrete lining 10cm. thick or less with mechanical Paver 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 Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.(using OPC cement) | 5200 | cum | - | - |
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). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.(using OPC cement) | 350 | cum | - | - |
Dismantling brick work tile, masonry or tile lining in cement. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 35 | cum | - | - |
Scraping of Bricks dismantled from brick work in lime or cement. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 5000 | 1000 nos | - | - |
Scraping of cement plaster. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 200 | sqm | - | - |
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. | 200 | Kg | - | - |
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. | 540 | 100 nos | - | - |
Removal/Clearance of slush from wet drains by mechanical means complete in all respect and upto the satisfaction of Engineer-in-charge. | 175 | cum | - | - |
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 2 | qtl | - | - |
Providing of Galvanized steel of 25 mm dia having anticorrosive properties. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 5 | qtl | - | - |
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 1200 | sqm | - | - |
Providing, laying and fixing of Distance Marks including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. | 58 | Job | - | - |
Providing, laying and fixing of Boundary Pillar including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. | 58 | Job | - | - |
Providing, Laying and fixing of APM outlet on inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 3 | Job | - | - |
Providing, Laying and fixing of APM outlet on non-inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 3 | Job | - | - |
Providing, Laying and fixing of Open Flume outlet on inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 2 | Job | - | - |
Providing, Laying and fixing of Open Flume outlet on non-inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 2 | Job | - | - |
Providing, Laying and fixing of Pipe outlet on inspection bank including dismantling of old outlets. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 4 | Job | - | - |
Providing, Laying and fixing of Pipe outlet on non-inspection bank including dismantling of old outlets. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 4 | Job | - | - |
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. | 1 | Job | - | - |
Providing, Laying and fixing of Tail cluster trifurcation including dismantling of old tail clusters. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 1 | Job | - | - |
Providing, Laying and fixing of Tail cluster quadrifurcation including dismantling of old tail clusters. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 1 | Job | - | - |
Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km. | 1800 | cum per km | - | - |
Extra for pumping charges of Batch Mix Concrete/ Ready Mix Concrete work (RMC) | 150 | cum | - | - |
Laying plain cement concrete M-15 in open foundation by using computerized concrete batch mixing plant including carriage by transist mixer within 1km lead complete as per drawing and technical specifications.(Using OPC Cement) | 1500 | cum | - | - |
Bending and fixing iron rungs on lined slopes as per code; 3873-1993 Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge | 42 | each | - | - |
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 15 | cum | - | - |
12.5 mm thick cement plaster 1:4 | 125 | sqm | - | - |
Extra for using admixture in designed mix concrete | 12570 | kg | - | - |
Any Other Item(CSR+SP) | 1 | CSR+SP | - | - |
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