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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.1 LAccepted-AOC 0 GHULAM MOHAMMAD AND CO 0 GURUDAWARA II RAWALPORA SRINAGAR JAMMU AND KASHMIR RAWALPORA SRINAGAR JAMMU KASHMIR 190001 | SRINAGAR | JAMMU AND KASHMIR | 190001 | L-1 | Accepted-AOC Lowest and Reasonable | |
| 2 | L-2₹38.5 L+₹2.4 L (6.73%)Rejected-Finance | L-2 | Rejected-Finance Other than Lowest | |
| 3 | L-3₹40.0 L+₹3.8 L (10.7%)Rejected-Finance OLD E 65 CWE AF SGR R O PARRAYPORA CHOWK NEAR SALFIA MUSLIM INSTITUTE SRINAGAR KASHMIR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190005 | L-3 | Rejected-Finance Other than Lowest | |
| 4 | L-4₹41.9 L+₹5.8 L (15.9%)Rejected-Finance | L-4 | Rejected-Finance Other than Lowest | |
| 5 | L-5₹46.6 L+₹10.5 L (29.0%)Rejected-Finance NAROO PO ICHIGAM BADGAM KASHMIR 191111 J K | ICHIGAM | BADGAM | JAMMU AND KASHMIR | 191111 | L-5 | Rejected-Finance Other than Lowest |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
17 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) SRINAGAR
Garrison Engineer (AF) Air Force Station Srinagar 190 007
PROVN OF SIDE HANGER WALL AT 154 HU AT AF STN UNDER GE (AF) SRINAGAR
2024_MES_675118_1
GE (AF)/SGR-53/2024-25
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (AF) Srinagar
Please refer NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE (AF) Srinagar
₹87,000
Yes
23 Oct 2024
18 Sept 2024
19 Oct 2024
18 Sept 2024
17 Oct 2024
3 Oct 2024
Amount
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in any type of soil, complete all as specified and directed.
Removal of excavated soil to a distance exc 150m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm of any type of soil, complete all as specified and directed.
M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in foundation, mass concrete etc, complete all as specified and directed.
M&L for reinforced cement concrete M-25 (Design Mix) (using 20 mm graded crushed stone aggregate) as foundations, including rafts footings, foundation beams, plinth beam, bases for columns etc, complete all as specified and directed.
Formwork to sides of concrete foundation, footings bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical to rough finished surface of concrete, complete all as specified and directed.
M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and directed.
All as per Ser item No.5.00 here in above but 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders.
S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats, welding and connecting plates, etc. confirming to Fe 410-W (Gde E- 250) quality A, complete all as specefied and directed.
S&F Rolled sections as in main and cross beams, hip and jack rafter purlins where connected to common rafter and the like fixed with angle cleats, welding and connecting plates, etc. confirming to Fe 410-W (Gde E- 250) quality A, complete all as specefied and directed.
S&F Rolled mild steel in plates/Sheet (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, welding etc. conforming to Fe 410-W (Gde E-250) quality A, complete all as specified and directed.
Preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
M&L for 100 mm thick PCC, 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in sub base finished even and rough to receive another layer of concrete, complete all as specified and directed.
M&L for 100mm thick PCC, 1:2:4, type B-2 (using 40mm graded crushed stone aggregate) as in sub base finished even and smooth without using extra cement, complete all as specified and directed.
M/S TARIQ AHMAD SHEIKH (BID ID -3142554)
M/S SA INFRATECH (BID ID -3135398)
M/S BASHIR AND SONS (BID ID -3133827)
M/S Abdul Ahad Rather (BID ID -3135102)
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