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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 CrAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹17.7 Cr+₹33.6 L (1.93%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹19.1 Cr+₹1.7 Cr (9.75%)Rejected-Finance 11 JAMES HICKEY SARANI 2ND FLOOR KOLKATA 700069 | KOLKATA | KOLKATA | WEST BENGAL | 700069 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹20.9 Cr+₹3.5 Cr (20.3%)Rejected-Finance 184 MAIN STREET NASIRABAD AJMER RAJASTHAN 305601 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹21.0 Cr+₹3.6 Cr (20.8%)Rejected-Finance BHAGWATI BHAWAN PO HASIMARA DIST JALPAIGURI PIN 735215 | ALIPURDUAR | WEST BENGAL | 735215 | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | NITYA NAND AND SONS CONTRACTORS PVT LTD L1 | D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED L3 | Agarwal Jagdish Construction Company Private Limited L4 | M P KHAITAN L8 | MAA BHAGWATI ASSOCIATES L5 | NARSINGH DEVELOPERS LLP L6 | Systematic and Advance Construction Private Limited L2 | CMRGS Infrastructure Projects Ltd L7 | RAMJI DAS DHAL CONSTRUCTION PVT LTD L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE "A" Part-I (Building/Structures) (To be quoted by the tenderer) | ||||||||||||
| 2.00 | Item No 01 A :
Construction of block of 225MT IGLOO (Non AC) (Including Part design) complete all as specified and shown in architectural drawings including followings :-
(i) Construction of IGLOO Building as per architectural and structural drawings all as specified and listed in CA.
Note : Main Igloo Bldg will be constructed as per structural drawings of CFEES forming part of CA. Necessary supporting structure for MS ventilation pipe as shown in drawings shall be provided all as approved by GE. Other components like front traverse, VIFT, Toes wall with earth filling, shed between Igloo and VIFT will be as design and construction described in Items as ser No (ii) to (vi). CFEES structural drawings are designed for SBC of 10 t/Sq meter. In case SBC at site found less that 10 t/ Sq meter same shall be brought to 10 t/Sqm by suitable replacement of soil/ admixture
(ii) Design and construction of Traverse wall all as shown in architectural drawings and specified and mentioned in tender document.
Note : Suitable crumple if required shall be provided at junction of Igloo and front traverse wall as per relevant IS codes and its foundation will be integrated with main Igloo bldg, as per prevalent engineering practices. | 4 | Each | 3,12,00,000 ₹12,48,00,000 | 3,29,71,750 ₹13,18,87,000 | 3,78,00,000 ₹15,12,00,000 | 3,18,50,000 ₹12,74,00,000 | 3,53,70,000 ₹14,14,80,000 | 3,66,00,000 ₹14,64,00,000 | 2,83,40,000 ₹11,33,60,000 Lowest | 4,04,00,000 ₹16,16,00,000 | 4,50,00,000 ₹18,00,00,000 |
| 3.00(iii) Design and construction of toe wall all along IGLOO and earth filling as shown on drawing. (iv) Design and construction of VIFT with wing wall in front of Igloo bldg alongwith RCC Toe wall earth filling and saucer drain all as shown in architectural drawing and specified. (v) Design and construction of Sunshade between Igloo main bldg and VIFT wall all as shown in architectural drawing and specified. (vi) Design and construction of Loading and unloading ramp all as shown in architectural drawing and specified. General Note :- (a) Top 15cm layer of earth shall not be used for filling of traverse. (b) Good Earth received from all services shall be used for filling of traverse of Igloo bldg. (c) Any lead to carry the earth obtained from services for the traverse shall be included in lumpsum quoted rate. (d) Grass turfing to provided over earthwork as per direction of GE. (d) Above buildings shall be got designed by competent consultant duly vetted from IIT and accepted by Rep of CE Jabalpur Zone. | ||||||||||||
| 4.00 | Item No 01 B:
Design and Construction of RCC static water tank of cap 225 KL having approximately 10.00 meter dia other dimensions matching with capacity all as specified and directed by GE.
Note :- (a) Sufficient Nos of opening on semi circular top with cover.
(b) SS ladder provided for internal approach up to bottom
(c) Water proofing treatment as per relevant IS Code
(d) Design as per relevant IS Code duly vetted from IIT and accepted by Rep of CE Jabalpur Zone | 2 | Each | 15,00,000 ₹30,00,000 | 23,88,895 ₹47,77,790 | 22,00,000 ₹44,00,000 | 26,50,000 ₹53,00,000 | 23,80,000 ₹47,60,000 | 25,00,000 ₹50,00,000 | 13,75,000 ₹27,50,000 Lowest | 23,00,000 ₹46,00,000 | 26,50,000 ₹53,00,000 |
| 5.00 | Sch 'A' Part-II (External Electric Supply) Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. | 1 | Lump sum | 6,25,200 ₹6,25,200 | 5,34,230 ₹5,34,230 Lowest | 6,00,175.4 ₹6,00,175.4 | 15,80,000 ₹15,80,000 | 5,95,000 ₹5,95,000 | 9,50,000 ₹9,50,000 | 5,50,000 ₹5,50,000 | 7,00,000 ₹7,00,000 | 8,00,000 ₹8,00,000 |
| 6.00 | Sch 'A' Part-III (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. | 1 | Lump sum | 96,000 ₹96,000 | 73,415 ₹73,415 | 67,177.8 ₹67,177.8 | 4,50,000 ₹4,50,000 | 1,05,000 ₹1,05,000 | 80,000 ₹80,000 | 64,000 ₹64,000 Lowest | 80,000 ₹80,000 | 4,00,000 ₹4,00,000 |
| 7.00 | Sch 'A' Part-IV (Road, Path Curvert) Lump sum price worked out by the contractor for (Road, Path Curvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES. | 1 | Lump sum | 3,28,47,000 ₹3,28,47,000 Lowest | 3,98,84,585 ₹3,98,84,585 | 3,95,98,901.16 ₹3,95,98,901.16 | 3,42,50,000 ₹3,42,50,000 | 4,58,67,000 ₹4,58,67,000 | 4,98,00,000 ₹4,98,00,000 | 3,64,96,683 ₹3,64,96,683 | 3,80,00,000 ₹3,80,00,000 | 5,00,00,000 ₹5,00,00,000 |
| 8.00 | Sch 'A' Part-V (Fire Fighting) Lump sum price worked out by the contractor for (Fire Fighting) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES. | 1 | Lump sum | 4,69,300 ₹4,69,300 | 4,90,180 ₹4,90,180 | 3,87,787.17 ₹3,87,787.17 Lowest | 15,00,000 ₹15,00,000 | 5,20,000 ₹5,20,000 | 6,50,000 ₹6,50,000 | 25,00,000 ₹25,00,000 | 5,00,000 ₹5,00,000 | 9,50,000 ₹9,50,000 |
| 9.00 | Sch 'A' Part-VI (Lightening Arrester) Lump sum price worked out by the contractor for (Lighting Arrester) as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES. | 1 | Lump sump | 9,11,900 ₹9,11,900 | 9,51,040 ₹9,51,040 | 5,98,456.19 ₹5,98,456.19 | 15,50,000 ₹15,50,000 | 11,20,000 ₹11,20,000 | 10,93,696 ₹10,93,696 | 5,10,000 ₹5,10,000 Lowest | 8,75,000 ₹8,75,000 | 12,56,000 ₹12,56,000 |
| 10.00 | Sch 'A' Part-VII (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES. | 1 | Lump sump | 53,46,200 ₹53,46,200 | 49,93,405 ₹49,93,405 | 74,21,849.88 ₹74,21,849.88 | 46,00,000 ₹46,00,000 Lowest | 57,30,000 ₹57,30,000 | 62,00,000 ₹62,00,000 | 55,00,000 ₹55,00,000 | 60,00,000 ₹60,00,000 | 65,00,000 ₹65,00,000 |
Tender Value
₹17.5 Cr
EMD Value
₹12 L
Closing Date
13 Jun 2026, 6:00 pmClosed
Chief Engineer Jabalpur Zone
CHIEF ENGINEER JABALPUR ZONE MILITARY ENGINEER SERVICES RIDGE ROAD JABALPUR CANTT 482001
AMMUNITION IGLOO LACED REINFORCED CONCRETE (LRC 04 X CAPACITY 225 MT) AT COD JABALPUR
2025_MES_733205_2
753002A AMMUNITION IGLOO LACED REINFORCED CONCRETE (LRC 04 X CAPACITY 225 MT) AT COD JABALPUR
Open Tender
Civil Works
Lump-sum
JABALPUR
As per NIT
9 documents required · 9 mandatory
₹3,000
GE(P) No1 Jabalpur
₹12 L
Yes
11 Aug 2026
23 May 2026
20 Jun 2026
23 May 2026
13 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE "A" Part-I (Building/Structures) (To be quoted by the tenderer) | - | - | - | - |
| 2 | Item No 01 A :
Construction of block of 225MT IGLOO (Non AC) (Including Part design) complete all as specified and shown in architectural drawings including followings :-
(i) Construction of IGLOO Building as per architectural and structural drawings all as specified and listed in CA.
Note : Main Igloo Bldg will be constructed as per structural drawings of CFEES forming part of CA. Necessary supporting structure for MS ventilation pipe as shown in drawings shall be provided all as approved by GE. Other components like front traverse, VIFT, Toes wall with earth filling, shed between Igloo and VIFT will be as design and construction described in Items as ser No (ii) to (vi). CFEES structural drawings are designed for SBC of 10 t/Sq meter. In case SBC at site found less that 10 t/ Sq meter same shall be brought to 10 t/Sqm by suitable replacement of soil/ admixture
(ii) Design and construction of Traverse wall all as shown in architectural drawings and specified and mentioned in tender document.
Note : Suitable crumple if required shall be provided at junction of Igloo and front traverse wall as per relevant IS codes and its foundation will be integrated with main Igloo bldg, as per prevalent engineering practices. | 4 | Each | - | - |
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