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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.9 LAccepted-AOC GIDDERBAHA PUNJAB | 1 | Accepted-AOC AOC | |
| 2 | 2₹14.0 L+₹1.2 L (8.95%)Rejected-Finance ADARSH NAGAR ST NO 02 WARD NO 01 MALOUT MUKATSAR | LUDHIANA | PUNJAB | 141001 | 2 | Rejected-Finance not lowest bid |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
11 Sept 2024, 11:00 amClosed
Executive Engineer, Bist Doab Canal, Jalandhar
Executive Engineer, Bist Doab Canal, Jalandhar
Estimate for laying of pipeline ahead outlet RD 38315/L of Kaulpur minor.
2024_WR_125122_1
BDD/BDC/2024-25/7
Open Tender
Civil Works
Item Rate
60 days
JALANDHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹17,000
Yes
30 Oct 2024
7 Aug 2024
11 Sept 2024
7 Aug 2024
11 Sept 2024
7 Aug 2024
Amount
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 1.5mtr to 2.0 metre 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 burnt brick work laid in cement sand mortar 1:6 in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
10 mm thick cement plaster with cement mortar 1:3 on bed & top of side walls
10 mm thick cement plaster with cement mortar 1:4 on bed & top of side walls
10 mm thick cement plaster with cement mortar 1:3 on side walls
10 mm thick cement plaster with cement mortar 1:4 on side walls
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
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2 300mm i/d pipe
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2 350mm i/d pipe
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2 400mm i/d pipe
Providing Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment ( @2.5\ metre / No)
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 Concrete faces
providing and fixing Alfa valve of 300mm dia complete in all repsects
providing and fixing Alfa valve of 350mm dia complete in all repsects
providing and fixing Alfa valve of 400mm dia complete in all repsects
Any Other Item
ARIHANT PIPES
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