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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹6.4 L (4.04%)Rejected-AOC 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹1.6 Cr+₹6.4 L (4.04%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical 143514 | GURDASPUR | PUNJAB | 143514 | - | - | Rejected-Technical Rejected |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
26 Sept 2023, 12:00 pmClosed
EXECUTIVE ENGINEER KANDI CANAL I AND GROUND WATER
EXECUTIVE ENGINEER KANDI CANAL I AND GROUND WATER DIVISION WRD PUNJAB HOSHIARPUR
ESTIMATE FOR LAYING OF UNDERGROUND RCC PIPELINE For 50L, 50R OUTLET OF THE KESHOPUR MINOR AND RD 35015 MTR OUTLET OF KANDI CANAL-1 AND GROUND WATER DIVISION, HOSHIARPUR
2023_WR_108920_1
36/2023-24/Kandi Canal-1
Open Tender
Civil Works
Item Rate
60 days
Dasuya
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹2.9 L
Yes
26 Oct 2023
11 Sept 2023
26 Sept 2023
11 Sept 2023
26 Sept 2023
11 Sept 2023
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. Earth work upto 1.5 m. Depth for. All classes of soil except rocky.
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.
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 2.25 m depth upto 3.00 m depth.All classes of soil except rocky.
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 3.00 m depth upto 4.5 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.
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
10mm thick Cement Plaster 1:3
10mm thick cement plaster 1:3 on floors.
Reinforced cement concrete 1:2:4 hand mixed but excluding steel reinforcement.
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means.
Cement concrete 1:4:8 with brick ballast 40mm gauge mixing by manual mean.s
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).
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
Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts,screws, welding rod complete fixing in position.
Supply of structure steel M.S ISA,ISMC,ISMB, Plate etc //MS hollow section.
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.
Welding by gas or by electric plant, including carriage to and from workshop etc.
Providing and laying, jointing, fixing, testing ISI Marked 20mm i/d G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
Providing of Alfa valve of 300 mm dia complete including all tax and charges.
Providing of Alfa valve of 250 mm dia complete including all tax and charges.
Providing lowering precast 150 mm concrete NP-2 end pipes and collar with reinforcement,in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar, with cement mortar 1:2 into trenches for all depths and laying oout same to correct alignment,gradient,levels etc,complete in all respect for air vent.
Providing lowering precast 250 mm concrete NP-2 end pipes and collar with reinforcement,in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar, with cement mortar 1:2 into trenches for all depths and laying oout same to correct alignment,gradient,levels etc,complete in all respects.
Providing lowering precast 300 mm concrete NP-2 end pipes and collar with reinforcement,in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar, with cement mortar 1:2 into trenches for all depths and laying oout same to correct alignment,gradient,levels etc,complete in all respects.
Any Other Items (CSR)
MITTAL CONSTRUCTION COMPANY
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