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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC E 56 PLOT NO 25 GROUND FLOOR E BLOCK GALI NO 01 WEST VINOD NAGAR DELHI 10092 | 10092 | L1 | Accepted-AOC Awarded being L1 | |
| 2 | L2₹28.5 L+₹11.9 L (71.4%)Rejected-AOC | L2 | Rejected-AOC Not admitted being L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical The firm not meeting the criteria of similar work as per clause 6.1. Hence, the firm not qualified for opening price bid | |
| 4 | Rejected-Technical | - | Rejected-Technical The firm not meeting the criteria of similar work as per clause 6.1. Hence, the firm not qualified for opening price bid |
Tender Value
₹18 L
Closing Date
20 Jan 2022, 11:00 amClosed
Chief Engineer Project Shivalik
HQ CE (P) Shivalik, IDPL Complex, Virbhadra, Rishikesh-249202
Providing and Fixing of covered shed on basketball court in OTM accn complex at HQ DGBR (Seema Sadak Bhawan), Ring Road, Delhi Cantt, New Delhi (Re-Tender)
2021_BRO_497107_1
80260/Covered Shed//DGBR/E8
Open Tender
Civil Works
Item Rate
120 days
HQ DGBR (Seema Sadak Bhawan), Ring Road
As per Tender Documents
8 documents required · 8 mandatory
₹0
Exempted
18 May 2022
24 Dec 2021
22 Jan 2022
24 Dec 2021
20 Jan 2022
4 Jan 2022
24 Dec 2021 - 3 Jan 2022
Amount
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and as directed by Engineer in Charge/OC Contract.
M&L for Cement concrete 1:4:8 type D-2 using 40 mm graded stone agg as in foundations, filling and mass concrete complete all as specified and as directed by Engineer in Charge/OC Contract.
M&L for RCC Design mix M-25 (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, plinth beams, lintel band, bases for columns, etc and mass concrete complete all as specified and as directed by Engineer in Charge/OC Contract
M&L for RCC Design mix M-25 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer in Charge/OC Contract
Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and as directed by Engineer in Charge/OC Contract
Removal of surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and as directed by Engineer in Charge/OC Contract
M & L for mild steel bar 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer in Charge/OC Contract
Ditto as per item No-7 described in above but 6mm to 8mm dia as in stirrups and binders complete all as specified and as directed by Engineer in Charge/OC Contract.
M&L formwork to sides of concrete foundation, footing, bases of columns, rafts and raft beams, sides and plinth beams; and similar work; vertical or to batter, rough finised surface of concrete complete all as specified and as directed by Engineer in Charge/OC Contract
M&L for formwork to sides of pillars, posts, columns, fair finished, rectangular, square or polygonal surface of concrete complete all as specified and as directed by Engineer in Charge/OC Contract.
M & L Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, I section, channel or flat sections) including distance pieces, cleats, nut bolt etc. complete drilled and welding for fixing of steel sheeting or other covering confirming to Fe-410- W (Gde- E-250) quality- B complete all as specified complete all as specified and as directed by Engineer in Charge/OC Contract.
S & F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in Charge/OC Contract.
S & F 0.50 mm thick plain, Aluminium sheeting, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and as directed by Engineer in Charge/OC Contract
M&L preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in Charge/OC Contract.
M & L for 50 mm thick cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in floor & surfaces finished even and smooth using extra cement, complete all as specified and as directed by Engineer in Charge/OC Contract
S&F 38 mm wide and 3mm thick glass dividing strips inserted in position, conform to design complete all as specified and as directed by Engineer in Charge/OC Contract.
M&L for rendering 15mm thick in CM 1:4 on fair faces or other than fair faces of brick work or concrete surfaces firnished even and smooth without using extra cement with using water proofing compound complete all as specified and as directed by Engineer in Charge/OC Contract
M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed by Engineer in Charge/OC Contract.
M & L for preparation of new concrete surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Berger sports floor acrylic paint with marking of basket ball ground complete all as specified and as directed by Engineer in Charge/OC Contract
M/s,ZulfequarHashmi
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