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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹33.6 L
EMD Value
₹67,276
Closing Date
5 Mar 2026, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER LUDHIANA CANAL AND GROUND WATER
EXECUTIVE ENGINEER LUDHIANA CANAL AND GROUND WATER DIVN WRD NEAR DURGA MATA MANDIR PHASE 1 LDH
Estimate for laying Underground RCC pipeline at RD 18988/TF of Kotli Minor of 2R Disty (Labour Component)
2026_WR_159893_6
558/28A
Open Tender
Civil Works - Canal
Item Rate
90 days
KOTLI MINOR
Estimate for laying Underground RCC pipeline at RD 18988/TF of Kotli Minor of 2R Disty (Labour Component)
2 documents required · 2 mandatory
₹500
₹67,276
Yes
24 Apr 2026
11 Feb 2026
5 Mar 2026
11 Feb 2026
5 Mar 2026
11 Feb 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 dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of 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.
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. Exceeding 1.5 m depth but not exceeding 2.25 m depth All classes of soil except rocky
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 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement.
10mm thick cement plaster on sides walls
10mm thick cement plaster 1:4 on Floors and Top.
Reinforced cement concrete 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 mixing by manual means
Lowering, jointing and cutting 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 500mm i/d pipe (including recarrige upto 3kms)
Lowering, jointing and cutting 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 (including recarrige upto 3kms)
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
Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators)
Centreing & shuttering for Concerte faces
Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect
Dismantling of Brick work in Cement
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