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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹269.4 CrAccepted-AOC DAK BUNGLOW ROAD PETCH AREA NIMBAHERA 312601 DIST CHITTORGARH RAJASTHAN | CHITTORGARH | RAJASTHAN | 312601 | L1 | Accepted-AOC Being Lowest and Reasonable | |
| 2 | L2₹335.8 Cr+₹66.4 Cr (24.7%)Rejected-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | L2 | Rejected-Finance Being not Lowest | |
| 3 | L3₹348.9 Cr+₹79.5 Cr (29.5%)Rejected-Finance BU 5 SFS FLATS OUTER RING ROAD PITAMPURA DELHI 110034 | DELHI | NORTH WEST DELHI | DELHI | 110034 | L3 | Rejected-Finance Being not Lowest | |
| 4 | L4₹358.0 Cr+₹88.6 Cr (32.9%)Rejected-Finance PLOT NO 137 2ND FLOOR AVTAR ENCLAVE PASCHIM VIHAR NEW DELHI 110063 | WEST | DELHI | 110063 | L4 | Rejected-Finance Being not Lowest | |
| 5 | L5₹395.9 Cr+₹126.5 Cr (47.0%)Rejected-Finance 401 THE GRAND MALL OPP STATE BANK ZONAL OFFICE S M ROAD AMBAWADI AHMEDABAD 380015 | AHMADABAD | GUJARAT | 380015 | L5 | Rejected-Finance Being not Lowest |
Tender Value
₹348 Cr
EMD Value
₹15 L
Closing Date
24 Dec 2024, 6:00 pmClosed
CHIEF ENGINEER AIR FORCE UDHAMPUR ZONE
CHIEF ENGINEER AIR FORCE OFFICE UDHAMPUR ZONE
RESURFACING OF RUNWAY AND CONSTRUCTION OF TECHNICAL BUILDINGS ALONGWITH ALLIED WORKS AT AF STN SRINAGAR
2024_MES_680161_1
CEAFU-17-2024-25
Open Tender
Civil Works
Lump-sum
1096 days
Srinagar
As per Tender Documents and NIT
9 documents required · 9 mandatory
₹3,000
GE(P) AF SRINAGAR
₹15 L
Yes
CHIEF ENGINEER AIR FORCE OFFICE UDHAMPUR ZONE
7 Mar 2025
18 Oct 2024
31 Dec 2024
18 Oct 2024
24 Dec 2024
7 Dec 2024
18 Oct 2024 - 31 Oct 2024
4 Nov 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE `A' PART-I (BUILDING WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. | - | - | - | - |
| - | Construction of Blast Pen of size 24m x 30m without Annexxe including blast wall with earth filling and traverse wall with earth filling on both sides including PQC flooring all as shown in drawings inclusive of following details: -
(a) Inner dimension of Blast pen as 24m x 30m.
(b) Height of blast pen at centre 8.15m
(c) Foundation, beam and pedestal for frame work for power driven sliding doors
(d) Blast walls of height 10.6m and other details all as shown in drawings.
(e) Earthfilling over blast pen, blast wall and traverse wall all as shown in drawings.
(f) Arrangements for Caumaflaging net including frame to support camouflaging jali all as shown in drawings.
(g) Flooring of Blast pen upto outer edge of rail of sliding doors all as described in schedule of finishes and as per cross section shown in CEAF/SK-112/2024 Sh 1/1 dated 14 Oct 2024 and relevant particular specifications.
(h) All internal and external finishes as shown in drawings and schedule of finish.
(j) Saucer drain as shown in drawings.
Note: - Cost of power driven sliding doors shown both sides of each blast pen is not included under this item and shall be measured and paid separately under relevant item of this part/BOQ. | 2 | Each Block | - | - |
| - | Construction of Blast Pen with Annexxe including blast wall with earth filling and treverse wall with earth filling on both sides including PQC flooring all as shown in drawings inclusive of following details: -
(a) Inner dimension of Blast pen as 24m x 30m and annexxe 4.5 x 24m each.
(b) Height of blast pen at centre 8.15m
(c) Foundation, beam and pedestal for frame work for power driven sliding doors
(d) Blast walls of height 10.6m and other details all as shown in drawings.
(e) Earthfilling over blast pen, blast wall and traverse wall all as shown in drawings.
(f) Arrangements for Caumaflaging net including frame to support camouflaging jali all as shown in drawings.
(g) Flooring of Blast pen upto outer edge of rail of sliding doors all as described in schedule of finishes and as per cross section shown in CEAF/SK-112/2024 Sh 1/1 dated 14 Oct 2024 and relevant particular specifications.
(h) All internal and external finishes as shown in drawings, schedule of finishes.
(j) Saucer drain as shown in drawings.
Note: - Cost of power driven sliding doors shown both sides of each blast pen is not included under this item and shall be measured and paid separately under relevant item of this part/BOQ. | 2 | Each Block | - | - |
| - | Design, Fabrication and fixing of factory made pre-assembled power driven sliding blast pen door including top and bottom track and wheels, locking arrangement, door bolts, top sealing plate, frame profiles, frame structural members, internal/external covering base sheet, captive drive unit, drive control panel equiped with an independent microprocesser control unit, terminal cutoff switch, overload protection and electrically operated brake complete in all respect including installation with all fixing arrangement and commisioning all as described in particular specifications and as directed by manufacturer and Engineer-in-Charge.
Note :
(i) Make and power driven sliding door shall be approved by GE out of make given in CA.
(ii) Design and power driven door shall be approved by Accepting Officer based on recommendation of CWE/GE
(iii) Load of power driven sliding door and its supporting frame work, rails and beams have been considered in the design of foundation/pedestal of blast pens.
(iv) Steel frame structur above pedestal for support system of power driven sliding door, rails, beam below the rails shall form part of lumpsum under this item. Contractor shall get the design of frame work and change in pedestal and its foundation if required shall be changed through the consultant by which the blast pens have designed. Deviation in this regard if any shall be regularised as per contract conmditions. | 8 | Each Job | - | - |
| - | Construction of technical store type-1 of size 3.00m x 2.00m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings. | 1 | Each Block | - | - |
| - | Construction of technical store type-2 of size 6.00m x 5.00m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings. | 1 | Each Block | - | - |
| - | Construction of Runway Controller Hut (5.25m height) with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings. | 1 | Each Block | - | - |
| - | Construction of Runway Controller Hut (3.00m height) with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings. | 1 | Each Block | - | - |
| - | Construction of covered parking shed 12 x 6.25m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings. | 3 | Each Block | - | - |
| - | Construction of Static Water Tank (SWT) 112 KL with M-30 Design mix RCC structure work complete all as specified and as shown on drawings. | 3 | Each Block | - | - |
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