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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | ₹31.3 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹31.5 LRejected-Finance 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹31.5 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹31.7 LRejected-Finance 231 JAGGI GARDEN BALDEV NAGAR AMBALA CITY HARYANA 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | ₹31.7 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹32 LRejected-Finance SHOP NO 5 OPP SHANI MANDIR PROFESSOR COLONY YAMUNA NAGAR HARYANA 135001 | YAMUNANAGAR | HARYANA | 135001 | ₹32 L | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 5 | L5₹32.5 LRejected-Finance H NO 266 V P O PILKHANI DISTT AMBALA 133104 | AMBALA | HARYANA | 133104 | ₹32.5 L | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Bairagi Builders L3 | singh traders L8 | JS CONSTRUCTION COMPANY L4 | KULWANT SINGH L2 | M/s Kang Builders L1 | peeyush construction and engineering co L7 | M/S Gurpreet Singh L5 | M/S VINOD RANA CONTRACTOR L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and labour to carry out repair of the damaged runway/taxi track using the conventional runway rehabilitation system using (RAPIGROUT CEMENT) to restore pavement for aircraft operations as per the following methodology, complete all as specified and directed by Engineer-in-Charge. | 10 | Each Job | 3,17,000 ₹31.7 L | 3,70,500 ₹37.0 L | 3,20,000 ₹32 L | 3,15,000 ₹31.5 L | 3,13,313.13 ₹31.3 L | 3,50,000 ₹35 L | 3,25,000 ₹32.5 L | 3,30,000 ₹33 L |
| 2.00Notes :- (i) Size of crater shall be of 4.00 to 5.00mtr in dia and 1.5 to 2.00mtr depth. (a) Excavation and preparation of required size crater as per site and removal soil/debris with the help of JCB/loader/excavator. (b) Dewatering (if required) and sealing the crater with the help of high pressure water pumps and suitable water proofing methods as per ground for further progressing the work. (c) Soil stabilization and filling up of the bottom portion of the crater with the stone boulders of maximum size 150mm upto appx 0.75mtr depth in the layers not exceeding 150mm. (d) M&L for laying and consolidating of 63<d<90mm upto depth of 250mm. (e) M&L for laying and consolidating of 40<d<90mm upto depth of 150mm. (f) M&L for laying 400 micron polythene sheet, over a layer of 60mm thick sand cushion. (g) M&L for laying and consolidation of 20<d<63mm upto thickness of 300mm and providing form work to sides 10 top 15cm in height, for laying Rapigrout cement grouting. (h) Supply and laying/pouring of Rapigrout cement grouting over the upper layer of crushed stone aggregate will be carried out by Air force authorities/MES (ii) The assessed time schedule for above activities is as under:- (a) Assessment by administrative as well as executive team- 1hrs (b) Mobilization of resources, men, material and T&P (Parallel activity) 1 to 2 Hrs (c) Repair of crater- 3.5Hrs (d) Clearance of site 0.5 Hrs (e) Total time envisaged to accomplish the tasks 6 to 7 Hrs (iii) The rate quoted by bidder shall deemed to included for all activates stated here-in-above and no claim whatsoever shall be entertained on this account (iv) Rapigrout cement bags will be issued by the Department | |||||||||||
| 3.00Notes for Srl Item No. 1.00 (a) Rates are inclusive of all the T&P required to carry out the item of work which shall be mobilized within 30 minutes as and when intimated. However the assessed details of T&P for Srl item No. 1.00 is specified in tender documents. Any variation in T&P and material as per ground condition will be the responsibility of contractor. Hence contractor to quote their rates keeping in view this aspect without any extra cost/claim to the Deptt. (b) The work of Srl item No. 1.00 will start in simultaneous manner and to be completed within the given time frame as stated in the respective item. hence contractor to quote their rates keeping in view this aspect without any extra cost to the Deptt since time is of the essence in this activity. (c) Contractor to dump all materials required for atleast min 2 Nos jobs in near vicinity of Tech area AFS Ambala. Any delay beyond the time specified in item tenderer shall levy a panalty of Rs. 10000.00 per hour per job. (d) sufficient numbers of laboureres to be deployed by contractor as per direction of Engr-in-Charge/JE to complete the job well in time. | |||||||||||
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
6 Dec 2025, 6:00 pmClosed
GE AF AMBALA
GE AF AMBALA
RUNWAY REHABILITATION SCHEME UNDER GE (AF) AMBALA
2025_MES_739828_1
GE AF/AMB-T-59/2025-26
Open Tender
Civil Works
270 days
GE AF AMBALA
ALL AS PER NIT AND TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE AF AMBALA
₹64,000
Yes
30 Jan 2026
14 Nov 2025
8 Dec 2025
14 Nov 2025
6 Dec 2025
28 Nov 2025
15 Nov 2025 - 21 Nov 2025
Amount
Material and labour to carry out repair of the damaged runway/taxi track using the conventional runway rehabilitation system using (RAPIGROUT CEMENT) to restore pavement for aircraft operations as per the following methodology, complete all as specified and directed by Engineer-in-Charge.
Notes :- (i) Size of crater shall be of 4.00 to 5.00mtr in dia and 1.5 to 2.00mtr depth. (a) Excavation and preparation of required size crater as per site and removal soil/debris with the help of JCB/loader/excavator. (b) Dewatering (if required) and sealing the crater with the help of high pressure water pumps and suitable water proofing methods as per ground for further progressing the work. (c) Soil stabilization and filling up of the bottom portion of the crater with the stone boulders of maximum size 150mm upto appx 0.75mtr depth in the layers not exceeding 150mm. (d) M&L for laying and consolidating of 63<d<90mm upto depth of 250mm. (e) M&L for laying and consolidating of 40<d<90mm upto depth of 150mm. (f) M&L for laying 400 micron polythene sheet, over a layer of 60mm thick sand cushion. (g) M&L for laying and consolidation of 20<d<63mm upto thickness of 300mm and providing form work to sides 10 top 15cm in height, for laying Rapigrout cement grouting. (h) Supply and laying/pouring of Rapigrout cement grouting over the upper layer of crushed stone aggregate will be carried out by Air force authorities/MES (ii) The assessed time schedule for above activities is as under:- (a) Assessment by administrative as well as executive team- 1hrs (b) Mobilization of resources, men, material and T&P (Parallel activity) 1 to 2 Hrs (c) Repair of crater- 3.5Hrs (d) Clearance of site 0.5 Hrs (e) Total time envisaged to accomplish the tasks 6 to 7 Hrs (iii) The rate quoted by bidder shall deemed to included for all activates stated here-in-above and no claim whatsoever shall be entertained on this account (iv) Rapigrout cement bags will be issued by the Department
Notes for Srl Item No. 1.00 (a) Rates are inclusive of all the T&P required to carry out the item of work which shall be mobilized within 30 minutes as and when intimated. However the assessed details of T&P for Srl item No. 1.00 is specified in tender documents. Any variation in T&P and material as per ground condition will be the responsibility of contractor. Hence contractor to quote their rates keeping in view this aspect without any extra cost/claim to the Deptt. (b) The work of Srl item No. 1.00 will start in simultaneous manner and to be completed within the given time frame as stated in the respective item. hence contractor to quote their rates keeping in view this aspect without any extra cost to the Deptt since time is of the essence in this activity. (c) Contractor to dump all materials required for atleast min 2 Nos jobs in near vicinity of Tech area AFS Ambala. Any delay beyond the time specified in item tenderer shall levy a panalty of Rs. 10000.00 per hour per job. (d) sufficient numbers of laboureres to be deployed by contractor as per direction of Engr-in-Charge/JE to complete the job well in time.
KULWANT SINGH (BID ID -3491081)
Bairagi Builders (BID ID -3490933)
JS CONSTRUCTION COMPANY (BID ID -3491179)
M/S Gurpreet Singh (BID ID -3491141)
M/S VINOD RANA CONTRACTOR (BID ID -3491186)
peeyush construction and engineering co (BID ID -3491043)
singh traders (BID ID -3491132)
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