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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC lowest |
| 2 | L2₹7.3 L+₹36,039 (5.20%)Rejected-AOC FAZILKA | PUNJAB | 152020 | ₹7.3 L+₹36,039 (5.20%) | L2 | Rejected-AOC highest |
Tender Value
Refer Docs
EMD Value
₹16,568
Closing Date
7 Feb 2025, 2:00 pmClosed
Executive Engineer harike Canal division Ferozepur
Executive Engineer harike Canal division Ferozepur
Estimate for construction of New Pond and its linking through Pipeline with RD 5730R of New Zira Disty
2025_WR_133285_1
0014/Harike Canal Division/2024-25
Open Tender
Civil Works
Item Rate
Executive Engineer harike Canal division Ferozepur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹16,568
Yes
17 Jun 2025
22 Jan 2025
7 Feb 2025
22 Jan 2025
7 Feb 2025
22 Jan 2025
Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.
Earthwork in excavation in foundation trenches etc in all kinds of soil where piock jumper work is not involved and noty exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 mtrs.
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (a) Disposal/carraige from 0 upto 450m (For Disposal)
Rehandling of recently deposited earth
Earthwork for compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
Dressing of Earthwork
First class brick masonary with cement sand mortar 1:4 in foundation & plinth
10mm thick cement plaster 1:3 on floors.
10mm thick Cement Plaster 1:3 on walls.
shuttering for faces of concrete foundations and foundation beam & plinth beam
Cement Conc. 1:4:8 witb brick ballast, mixing by manual means.
Cement Conc. 1:2:4 witb stone ballast or shingle mixing by mechanical means.
CC 1:2:4 With stone ballast or shingle, mixing by manual means but excluding Steel reinforcement.
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
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
Providing lowering & jointing NP2 RCC pipe 300 mm dia in trenches & laying same to correct allignment (Complete) as per CSR Item No 29.46 b.
1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
Providing orange colour safety foot rest 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 of 300 mm dia to correct allignment (Complete).
jungle clearance
Supply & Installation of mechanical flowmeter(300mm Dia) complete in all respects
THE NAV NIRMAAN COOP L AND C SOCIETY LTD (BID ID -615260)
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