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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 CrAccepted-AOC L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹29.4 Cr | L1 | Accepted-AOC Lowest bid found in order |
| 2 | L2₹29.4 CrRejected-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹29.4 Cr | L2 | Rejected-Finance Other Then Lowest Bid |
| 3 | L3₹36.9 CrRejected-Finance | ₹36.9 Cr | L3 | Rejected-Finance Other Then Lowest Bid |
| 4 | L4₹39.4 CrRejected-Finance BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | ₹39.4 Cr | L4 | Rejected-Finance Other Then Lowest Bid |
| 5 | L5₹39.9 CrRejected-Finance PLOT NO 65 SECTOR 18 OPP HIPA SARHAUL GURUGRAM 122 001 | ₹39.9 Cr | L5 | Rejected-Finance Other Then Lowest Bid |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L1 | M M SHAWL Engineers and contractors pvt ltd L2 | Varindera Constructions Limited L5 | Rabina Enterprises Pvt Ltd L3 | Brahma Infra L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE A PART I (BUILDING WORKS) | ||||||||
| 1.01 | Lump sum price worked out by the contractor for Building works as listed in Sch ‘A’ Part-I (Sec-I). | 1 | Lump Sum | 10,00,49,260 ₹10.0 Cr | 11,00,00,000 ₹11 Cr | 13,14,90,000 ₹13.1 Cr | 11,78,54,000 ₹11.8 Cr | 13,50,00,000 ₹13.5 Cr |
| 1.02 | Sch'A' Part-I (Sec-II) :Design, fabrication, erection & construction of MSE wall Type A as per latest IS code with improvement of soil stabilization below foundation complete all as specified and shown on drawings.
Notes:
(i) Soil stabilization below the foundation, as indicated in the drawings and specified in the tender documents is considered firm and is not subject to design. End of stone column shall vary depending upon foundation depth of MSE Wall but in no circumstance, length of stone column as shown in drawings below the compacted fill (500mm) shall vary.
(ii) Please refer to the list of drawings for the applicable drawings to be followed. | 1 | Each Block | 3,42,56,532 ₹3.4 Cr | 3,00,00,000 ₹3 Cr | 5,22,16,000 ₹5.2 Cr | 4,53,15,551 ₹4.5 Cr | 4,85,00,000 ₹4.8 Cr |
| 1.03 | Sch'A' Part-I (Sec-II) :Design, fabrication, erection & construction of MSE wall Type B as per latest IS code with improvement of soil stabilization below foundation complete all as specified and shown on drawings.
Notes:
(i) Soil stabilization below the foundation, as indicated in the drawings and specified in the tender documents is considered firm and is not subject to design. End of stone column shall vary depending upon foundation depth of MSE Wall but in no circumstance, length of stone column as shown in drawings below the compacted fill (500mm) shall vary.
(ii) Please refer to the list of drawings for the applicable drawings to be followed. | 1 | Each Block | 2,71,92,960 ₹2.7 Cr | 3,00,00,000 ₹3 Cr | 4,40,46,000 ₹4.4 Cr | 3,84,05,951 ₹3.8 Cr | 3,82,00,000 ₹3.8 Cr |
| 1.04 | Sch'A' Part-I (Sec-II) :Design, fabrication, erection & construction of MSE wall Type C as per latest IS code with improvement of soil stabilization below foundation complete all as specified and shown on drawings.
Notes:
(i) Soil stabilization below the foundation, as indicated in the drawings and specified in the tender documents is considered firm and is not subject to design. End of stone column shall vary depending upon foundation depth of MSE Wall but in no circumstance, length of stone column as shown in drawings below the compacted fill (500mm) shall vary.
(ii) Please refer to the list of drawings for the applicable drawings to be followed. | 1 | Each Block | 3,42,56,532 ₹3.4 Cr | 3,00,00,000 ₹3 Cr | 4,92,49,000 ₹4.9 Cr | 4,30,53,162 ₹4.3 Cr | 4,75,00,000 ₹4.8 Cr |
| 1.05 | Sch'A' Part-I (Sec-II) :Design, fabrication, erection & construction of MSE wall Type D as per latest IS code with improvement of soil stabilization below foundation complete all as specified and shown on drawings.
Notes:
(i) Soil stabilization below the foundation, as indicated in the drawings and specified in the tender documents is considered firm and is not subject to design. End of stone column shall vary depending upon foundation depth of MSE Wall but in no circumstance, length of stone column as shown in drawings below the compacted fill (500mm) shall vary.
(ii) Please refer to the list of drawings for the applicable drawings to be followed. | 1 | Each Block | 2,71,92,960 ₹2.7 Cr | 3,00,00,000 ₹3 Cr | 3,83,66,000 ₹3.8 Cr | 4,10,25,651 ₹4.1 Cr | 3,85,00,000 ₹3.9 Cr |
| 2.00Sch A Part II (INTERNAL ELECTRIFICATIONS) | ||||||||
| 2.01 | Lump sum price worked out by the contractor for Internal Electrification work as listed in Sch ‘A’ Part II. | 1 | Lump Sum | 4,48,200 ₹4.5 L | 4,00,000 ₹4 L | 4,05,617.95 ₹4.1 L | 3,69,020.83 ₹3.7 L | 3,66,000 ₹3.7 L |
| 3.00Sch A Part III (LIGHTENING PROTECTION WORK) | ||||||||
| 3.01 | Lump sum price worked out by the contractor for Lightening Protaction work as listed in Sch ‘A’ Part III . | 1 | Lump Sum | 7,69,747 ₹7.7 L | 8,00,000 ₹8 L | 11,70,016.81 ₹11.7 L | 11,62,319.32 ₹11.6 L | 10,50,000 ₹10.5 L |
Tender Value
Refer Docs
EMD Value
₹15 L
Closing Date
20 Sept 2025, 6:00 pmClosed
CE AF Prayagraj
CE AF Prayagraj
CONSTRUCTION OF DOUBLE ENTRY HARDENED AIRCRAFT SHELTERS AT AF STN BAREILLY
2025_MES_702995_1
958128/E8
Open Tender
Civil Works
670 days
Bareilly
As per NIT and tender Documents
9 documents required · 9 mandatory
₹3,000
GE AF Bareilly
₹15 L
Yes
17 Nov 2025
28 Mar 2025
27 Sept 2025
28 Jul 2025
20 Sept 2025
13 Sept 2025
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