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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹27.9 L+₹38,995 (1.42%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 3 | L3₹30.0 L+₹2.4 L (8.85%)Rejected-Finance E 30 RAJIV NAGAR BEGUMPUR NEW DELHI 110086 | NEW DELHI | NEW DELHI | DELHI | 110086 | L3 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 4 | L4₹30.7 L+₹3.1 L (11.4%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 5 | L5₹32.7 L+₹5.2 L (18.8%)Rejected-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | PANKAJ AND BROTHERS L2 | MUKHERJEE ENTERPRISE L5 | M/s R K Associates L7 | GIAN ENGINEERS L3 | KRISHNA & KAVYANSH BROTHERS L6 | RAM NIWAS INFRA PRIVATE LIMITED L8 | M/s RAAJSHREE INFRA L4 | M/S IQRA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cultivating/ploughing on an average 30cm depth of shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed . | 1,30,000 | Sqm | 10 ₹13,00,000 Lowest | 12 ₹15,60,000 | 20 ₹26,00,000 | 16.5 ₹21,45,000 | 14 ₹18,20,000 | 15 ₹19,50,000 | 17 ₹22,10,000 | 15.5 ₹20,15,000 |
| 2.00 | M&L for cultivating/ploughing on an average 30cm depth of other than shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed . | 10,000 | Sqm | 12 ₹1,20,000 Lowest | 13 ₹1,30,000 | 22 ₹2,20,000 | 16.9 ₹1,69,000 | 17 ₹1,70,000 | 15 ₹1,50,000 | 18.5 ₹1,85,000 | 18 ₹1,80,000 |
| 3.00 | Rolling and consolidating formation surfaces of runway shoulders by using with power roller capacity 8 to 10 tonne all as specified and directed. | 14,000 | X Sqm | 62 ₹8,68,000 | 25 ₹3,50,000 Lowest | 27 ₹3,78,000 | 25 ₹3,50,000 Lowest | 80 ₹11,20,000 | 25 ₹3,50,000 Lowest | 25 ₹3,50,000 Lowest | 25 ₹3,50,000 Lowest |
| 4.00 | M & L for arrangement of approved earth (soft soil) within premises of MoD land and forming embankments including raising (or lowering) earth, spreading in layers not exc 25cm as required at site, watering, ramming and rolling by penumatic roller or static/power roller cap 8 to 12 tonne complete all as specified and directed. | 382 | Cum | 1,199 ₹4,58,018 | 2,500 ₹9,55,000 | 600 ₹2,29,200 | 690 ₹2,63,580 | 600 ₹2,29,200 | 2,500 ₹9,55,000 | 650 ₹2,48,300 | 400 ₹1,52,800 Lowest |
| 5.00 | M & L for cutting the edges of existing joints with suitable machine by racking out old sealing compound from existing joints of tarmac of size 8mm to 12mm wide and 25mm deep and as directed by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old filled sealing compound from the joints by means of compressed air using hand blower including disposal of the same to a distance of 500m from the edge of runway as directed and repair of joints by epoxy wherever required and fill the joints by mechanical means as per following process: -
(i) Provision of Backup rod of 10mm dia suitable to be inserted in the joint tightly as specified.
(ii) Provision of adequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints.
(iii) Supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed by Engineer-in-Charge.
(The finished level of sealed joints shall be on an average 3 mm below the top surface of slabs.)
NOTE: - Sealing compound shall be Bostik "Seal N flex -Premium P 795', Bostik Polyurethane sealent of grey colour conforming to BS-5212 with minimum movement accommodation factor of (+ -) 50% when tested as per ASTM C-920 & ASTM C1248 or equivalent product of M/S Choksey Chemicals Pvt. Ltd. or M/S STP Ltd. as approved. The sealent shall have shore A hardness >/= 35 and as per manufacturer's instructions. | 23 | 10 RM | 1,999 ₹45,977 | 12,000 ₹2,76,000 | 2,000 ₹46,000 | 3,000 ₹69,000 | 250 ₹5,750 Lowest | 12,000 ₹2,76,000 | 3,200 ₹73,600 | 2,400 ₹55,200 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
26 Sept 2025, 6:00 pmClosed
GE (AF) BKT
GE (AF) BKT, LUCKNOW
REPAIR TO RUNWAY SHOULDERS CULTIVATION CONSOLIDATION ROLLING TO REQUIRED GRADIENT STABILITIES OF SOIL INCLUDING MISC CONNECTED AIR FIELD REPAIR AT AF STN BKT
2025_MES_728597_1
8819/BKT/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) BKT
7 documents required · 7 mandatory
₹500
GE (AF) BKT
₹80,000
14 May 2026
30 Aug 2025
29 Sept 2025
30 Aug 2025
26 Sept 2025
13 Sept 2025
Amount
M&L for cultivating/ploughing on an average 30cm depth of shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed .
M&L for cultivating/ploughing on an average 30cm depth of other than shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed .
Rolling and consolidating formation surfaces of runway shoulders by using with power roller capacity 8 to 10 tonne all as specified and directed.
M & L for arrangement of approved earth (soft soil) within premises of MoD land and forming embankments including raising (or lowering) earth, spreading in layers not exc 25cm as required at site, watering, ramming and rolling by penumatic roller or static/power roller cap 8 to 12 tonne complete all as specified and directed.
M & L for cutting the edges of existing joints with suitable machine by racking out old sealing compound from existing joints of tarmac of size 8mm to 12mm wide and 25mm deep and as directed by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old filled sealing compound from the joints by means of compressed air using hand blower including disposal of the same to a distance of 500m from the edge of runway as directed and repair of joints by epoxy wherever required and fill the joints by mechanical means as per following process: - (i) Provision of Backup rod of 10mm dia suitable to be inserted in the joint tightly as specified. (ii) Provision of adequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints. (iii) Supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed by Engineer-in-Charge. (The finished level of sealed joints shall be on an average 3 mm below the top surface of slabs.) NOTE: - Sealing compound shall be Bostik "Seal N flex -Premium P 795', Bostik Polyurethane sealent of grey colour conforming to BS-5212 with minimum movement accommodation factor of (+ -) 50% when tested as per ASTM C-920 & ASTM C1248 or equivalent product of M/S Choksey Chemicals Pvt. Ltd. or M/S STP Ltd. as approved. The sealent shall have shore A hardness >/= 35 and as per manufacturer's instructions.
PANKAJ AND BROTHERS (BID ID -3429473)
GIAN ENGINEERS (BID ID -3430059)
M/s RAAJSHREE INFRA (BID ID -3430096)
MUKHERJEE ENTERPRISE (BID ID -3430241)
KRISHNA & KAVYANSH BROTHERS (BID ID -3429516)
M/s R K Associates (BID ID -3435999)
RAM NIWAS INFRA PRIVATE LIMITED (BID ID -3430230)
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