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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.2 LAccepted-Finance 0 MANDA KHAS MANDA MEJA ALLAHABAD UTTAR PRADESH 212104 UDYAM UP 03 0107495 | PRAYAGRAJ | UTTAR PRADESH | 212104 | ₹19.2 L | L-1 | Accepted-Finance ACCEPTABLE |
| 2 | L-2₹25.8 LAccepted-Finance | ₹25.8 L | L-2 | Accepted-Finance ACCEPTABLE |
| 3 | L-3₹25.8 LAccepted-Finance | ₹25.8 L | L-3 | Accepted-Finance ACCEPTABLE |
| 4 | L-4₹24.1 LAccepted-Finance | ₹24.1 L | L-4 | Accepted-Finance ACCEPTABLE |
| 5 | L-5₹25.8 LAccepted-Finance 0 ANUJ SADAN POSTAL PARK PATNA CHAURAHA RAMVILASH CHOWK PATNA BIHAR 800001 | PATNA | BIHAR | 800001 | ₹25.8 L | L-5 | Accepted-Finance ACCEPTABLE |
| Sl No | Description | Qty | Unit | SHREE VAIBHAVLAKSHAMI SERVICES LLP L1 | HMKMULTI INFRA (OPC) PRIVATE LIMITED L6 | RIVIAHAM CONSTRUCTIONS PRIVATE LIMITED L7 | SHREE HARSIDDHI CONSTRUCTION L3 | S.K. ENTERPRISES L5 | Shree Shyam COnstruction L4 | SRK INFRATECH L2 | DITYA ENGINEERS L9 | THE RAGEE ENTERPRISES L10 | ARTNUMA INFRA PRIVATE LIMITED L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Total | |||||||||||||
| 1.20 | Total gst rate on BOQ 2 | 1 | Total | 16,24,759.11 ₹19.2 L | 21,85,938.51 ₹25.8 L | 21,86,523.38 ₹25.8 L | 20,44,108.39 ₹24.1 L | 21,85,646.08 ₹25.8 L | 20,53,173.82 ₹24.2 L | 20,03,167.74 ₹23.6 L | 26,52,077.11 ₹31.3 L | 36,55,415.58 ₹43.1 L | 24,91,531.26 ₹29.4 L |
Tender Value
Refer Docs
EMD Value
₹59,000
Closing Date
20 Jan 2026, 1:00 pmClosed
NIVEDIT UKEY SR OFFICER
GAIL, GANDHAR
PROVIDING AND FIXING OF CHAINLINK FENCING IN NEW BULLET AREA AT GAIL GANDHAR
2025_GAIL_259303_1
GAIL/GDR/CNP/CIVIL/2568
Open Tender
Civil Works
150 days
GAIL GANDHAR
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹59,000
Yes
GAIL GANDHAR
21 May 2026
31 Dec 2025
21 Jan 2026
31 Dec 2025
20 Jan 2026
10 Jan 2026
8 Jan 2026
Total gst rate on BOQ 2
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE
NUMBER #
Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Earth works in excavation by mechanical means (Hydraulic excavator) / Manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed. All kinds of soil
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead uo tp 50m and lift upto 1.5m as directed by EIC
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering include strutting, propping etc. and removal of form for: ColumnsPillars, Piers, Abutments, Posts and Struts,
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, beam resting on ground etc. for mass concrete
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
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