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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC Lowest being L1 | |
| 2 | L2₹2.9 L+₹6,775.50 (2.40%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹3.0 L+₹21,230.40 (7.53%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹2,900
Closing Date
4 Dec 2024, 1:00 pmClosed
Addl. SE
220kV Substation, BBMB, Sec-13, Umri Road, Kurukshetra
Work for providing Steel Shed Structure in Colony park at 220kV Substation, BBMB, Kurukshetra
2024_BBMB_212002_2
31
Open Tender
Civil Works
Item Rate
60 days
220kV Substation, BBMB
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
Sr. Accounts Officer, BBMB, Panipat
₹2,900
14 Feb 2025
14 Nov 2024
5 Dec 2024
14 Nov 2024
4 Dec 2024
14 Nov 2024
Amount
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. (Ref. No. 6.6 of Punjab CSR-2020)
Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. (a) Size 75 mm x 75 mm (Ref. No. 30.85 (a) of Punjab CSR-2020)
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position (b) FLATS (Ref. No. 18.1 (b) of Punjab CSR-2020)
Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie. Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Ref. No. 18.53 of Punjab CSR-2020)
Providing and fixing (PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa (Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy (i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 (Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (a) 0.50 mm (+ 0.05 %) thick (Ref. No. 13.27 (iii) (a) of Punjab CSR-2020)
Earth filling (a) (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 metres (Ref. No. 6.8 (a) (ii) of Punjab CSR-2020)
Cement concrete 1:4:8 (a) with brick balast 40mm gauge (i) mixing by manual means (Ref. No. 10.10 (a) (i) of Punjab CSR-2020)
Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means (Ref. No. 10.13 (a) (i) of Punjab CSR-2020)
S P & SONS ENTERPRISES (BID ID -779533)
Z R A ENGINEERING (BID ID -778962)
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