Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date19 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 3,76,54,761
Costs
EMD
₹ 7,53,095Document Cost
₹ 500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_128024_2Tender No
38/10-A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Dressing of dowels along water carrying channel in addition to payment for dressed earth work.
9867.99
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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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
10
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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.
11.9
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
10
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Providing and laying in position design mix 1:3:6 (M-10) concrete 50.8 mm/100 mm thick below damage portion of brick lining both in bed and side slope Mixing By Mechanical Means using concrete mixer .
33.46
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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 repair of pacca stucture)
20
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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.
51.7
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Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
143.05
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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.
296.17
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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.
55526.69
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Bending and fixing iron rungs on lined slope
37
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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.
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For 0 to 1.5 m depth.
145.81
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Depth exceeding 1.5 m but upto 3.0 m
2.95
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Rubbing and cleaning the surface of Existing Brick lining (to be used as sub grade) in side slope by means of wire brushes, water & air applied under pressure through nozzle to get rid of dirt , sand etc deposited on it complete in all respect as per specification and instruction of engineer
55103.8
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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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
-
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Disposal/carraige from 0 upto 450 m.
29962
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Disposal/ carraige additional beyond 450 m upto 1Km.
29962
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Disposal/carraige for every additional beyond 1 Km upto 7Km.
29962
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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)
3525.71
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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 )
20
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Plan/Rcc in open foundation complete as per drawing and technical specifications PCC grade M15 ( For Sleeper)
2.81
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Rcc M-25 in sub structure complete as per drawing and technical specification with batching plant transit mixer and comcrete pump up height 5m
20
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-
Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
20
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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.
263.72
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
263.72
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Extra for rolling to specifications.
263.72
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Filling expension joints with special impervious hot pour 12.5 mm wide.
113.35
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Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.
157.84
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Clearance of weed, jalla, deela, sarkanda,jungle,Butti, Dhora, Silt,etc Manually from inner secton of lined Channel (Medium Growth)
-
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discharge exceeding 1.42 but upto 2.83 cumecs
7347.26
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discharge exceeding 2.83 cumecs
2520.73
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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.
-
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For Discharge upto 1.5 cum/s.
7.35
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For Discharge upto 1.5 cum/s. to 4.5 cum/s
2.52
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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.
1
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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.
2
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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.
14
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Any Other
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