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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹7.9 L+₹19,726.80 (2.57%)Rejected-Finance 3 3430 NICHOLSON ROAD KASHMERE GATE DELHI DELHI DELHI 110002 | CENTRAL DELHI | DELHI | 110002 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹8.6 L+₹86,750.60 (11.3%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹8.7 L+₹1.0 L (13.0%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹9.0 L+₹1.3 L (17.3%)Rejected-Finance 21 GREEN ENCLAVE SULLAR PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L5 | Rejected-Finance Being L5 |
Tender Value
Refer Docs
EMD Value
₹23,440
Closing Date
16 Mar 2024, 6:00 pmClosed
SHRI ANKUR LOHIYA, IDSE
MILITARY ENGINEER SERVICES GARRISON ENGINEER SOUTH TARAPORE ENCLAVE PATIALA CANTT
As per tender documents
2024_MES_643993_1
GE(S)/PAT/T-68/P/2023-24
Open Tender
Civil Works
Item Rate
90 days
MIL STN PATIALA
Refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE (SOUTH) PATIALA
₹23,440
Yes
29 Mar 2024
24 Feb 2024
18 Mar 2024
24 Feb 2024
16 Mar 2024
9 Mar 2024
24 Feb 2024 - 2 Mar 2024
Amount
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm incl removal of surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed
M&L for cement concrete 1:2:4 type B-2 (using 40mm graded aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases), Complete all as specified and directed by Engr-in-Charge
M&L Steel work in tubular trusses, post, purlins & rafters including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 GRADE ST -240
S&F Rolled Mild Steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of grade FE 410-W (Gde-250) Quality A Complete all as specified and Directed
S&F Mild steel bolts. purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. nexc 30cm long complete all as specified and directed by engr-in-charge.
S&F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) of grade FE 410-W (Gde-250) Quality A Complete all as specified and Directed
Prepainted galvatume aluminum zinc coating GI based semi corrugated / profile steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws/L-type or J-type or cranked hook bolts in lieu screw as per manufacturar instruction .
Prepainted galvatume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws/L-type or J-type or cranked hook bolts in lieu screw as per manufacturar instruction .
M&L Preparation of new previously untreated steel or iron surfaces and apply two coats of synthetic enamel paint over a coats of red oxide.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in loose Soil incl clearing all grass, Vegitation, Sappling, Shurbs, Brush Woods Complate all as specified and directed by Engr-in-Charge
M&L Hardcore of broken stone or boulders gauge n.exc. 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface
M&L 100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded agg.) as in sub base under floors complete.
M&L 100 mm thick PCC 1:2:4 type B2 (using 40 mm graded agg.) as in flooring finished even and Smooth with extra cement Complete all As Specified and Directed.
M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ Complete all as specified and directed
M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Complete all as specified and directed
ANIL KUMAR AND CO
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M/S Mukesh Kumar Gupta
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