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Updated dates
Tender Value
₹65 L
EMD Value
₹1.3 L
Closing Date
9 Jun 2026, 10:00 am4d left
Executive Engineer
office of Executive Engineer,Ropar canal and GWD
Estimate for laying underground pipeline for watercourse of outlet at RD 42800/L (left side) of Talwandi dist.
2026_WR_161651_1
68/22A/2025-26
Open Tender
Pipe Laying Works
90 days
village raikot Distt. Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.3 L
office of Executive Engineer,Ropar canal and GWD
21 Feb 2026
21 Feb 2026
9 Jun 2026
23 Feb 2026
9 Jun 2026
23 Feb 2026
2 Mar 2026
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 1.5mtr depth
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. from 1.5 to 2.25 mtr depth
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.
First class brick masonary 229 mm thick laid in cement sand mortar 1:4 in foundation and plinth including supply recarriage of bricks cement .
10mm thick cement plaster 1.3 on sides walls
10mm thick cement plaster 1:3 for floors
RCC 1:2:4 hand mixed but including steel reinforcement
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement concrete 1:4:8 with brick ballast 40mm gauge
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2 -450 mm i/d pipe
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2 -400 mm i/d pipe
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2 150 mm i/d pipe
Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.(CSR 2020 Item No.18.4)
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
Supply of M.S ISA,ISMC,ISMB, Plate etc
Welding by gas or by electric plant, including carriage to and from workshop
Providing and laying,jointing,fixing,testing ISI marked GI pipe B-Class, including cost of specials such as tees,bends,sockets,elbow etc, cutting threading and testing in trenches in the ground complete. (b) 20mm dia
Centreing &shuttering for Concerte faces
Providing and fixing of Alfa valve 450 mm dia complete
Providing and fixing of Alfa valve 400 mm dia complete
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