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Tender For Laying Of Underground Pipe Line Of Water Course Of Outlet Rd 36670/L Of Samrala Disty., ludhiana-Punjab

Water Resources Department-WRD has published Tender For Laying Of Underground Pipe Line Of Water Course Of Outlet Rd 36670/L Of Samrala Disty.. Submission Date for this Tender is 24-04-2024. Water Course Tenders in ludhiana Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

43141841
Tender For Laying Of Underground Pipe Line Of Water Course Of Outlet Rd 36670/L Of Samrala Disty.
Open Tender
Indian
Punjab
ludhiana
24-04-2024

Tender Details

Tender For Laying Of Underground Pipe Line Of Water Course Of Outlet Rd 36670 / L Of Samrala Disty.

Key Value

Document Fees
INR 1000 /-
EMD
INR 139073.0 /-
Tender Value
INR 69.53 Lakhs /-

BOQ Items

Name of Work:Laying of Underground Pipe line of water course of outlet RD 36670/L of Samrala Disty.
Sl. No. Item Description
1Earth work Excavation by mechanical means (JCB or Hydraulic excavator) for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalledor unpaved surface to its original condition excluding cost of shoring and timbering but 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 outside/ inside the town involving lead upto 15 mtr. All classes of soil except rocky. Depth upto 1.5 mtr.
2Earth work Excavation by mechanical means (JCB or Hydraulic excavator) for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalledor unpaved surface to its original condition excluding cost of shoring and timbering but 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 outside/ inside the town involving lead upto 15 mtr. All classes of soil except rocky. Depth upto 1.5 to 2.25mtr.
3Earth work Excavation by mechanical means (JCB or Hydraulic excavator) for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalledor unpaved surface to its original condition excluding cost of shoring and timbering but 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 outside/ inside the town involving lead upto 15 mtr. All classes of soil except rocky. Depth upto 2.25 to 3.00 mtr
4Earth 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.
5First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .
610mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.
710mm thick cement plaster 1:4 on bed and top.
8Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
9Cement Conc. 1:2:4 including supply, carriage & with stone ballast or shingle by manual means.
10Cement concrete 1:4:8 with brick ballast 40mm gauge
11Providing Lowering precast ConcreteNP-2 plain end pipes and collar with reinforement in trenches to corret gradient and alignment cutting of reinforcement cement concrete plain end pipes stringing trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in to trenches for all depth and laying out same to correct alignment, gradient, levels etc. comlete in all respect. (350mm)
12Providing Lowering Jointing and cutting of RCC NP-2 palin end pipes 150 mm dia for vent pipe in to trenches and laying same to correct alignment as per 458:2003 (@ 2.5 Metre /No)
13Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
14Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4
15Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) (350 mm)
16Centreing & shuttering for Concerte faces
17Providing & Fixing of Assembly/Appurtmentsconsisting of a Alfa Valve and operating arrangement in Main Pipeline complete in all respect (350 mm)
18Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
19Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m
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