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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 CrAccepted-AOC BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | ₹31.3 Cr | L1 | Accepted-AOC Being reasonable |
| 2 | L2₹34.0 CrRejected-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹34.0 Cr | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹34.1 CrRejected-Finance SHREE SHYAM SADAN 10 2 PARAS SOCIETY PANCHVATI JAMNAGAR GUJARAT 361008 | JAMNAGAR | GUJARAT | 361008 | ₹34.1 Cr | L3 | Rejected-Finance Not being L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Please refer Technical bid evaluation summary |
| 5 | Rejected-Technical | - | - | Rejected-Technical Please refer Technical bid evaluation summary |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L2 | Brahma Infra L1 | vijay infraprojects pvt ltd L3 |
|---|---|---|---|---|---|---|
| 0.00Schedule 'A' PART - I : PRE-ENGINEERED BUILDING (PEB) HANGAR WITH ANNEXES are not prepriced by MES and prepriced rates indicates 0.0 under column 5 signifies this fact only. | ||||||
| 1.00 | Preparation & submission of Design for Pre-Engineered Building Hangar of size 60mx45m (clear size excluding steel stanchions/ columns), height as indicated in the line plans with RCC pile foundation, RCC framed structure up to plinth level including plinth beam along with Annexes on either side of the hangar with RCC pile foundation and RCC framed structure with RCC roof, AAC block masonry, etc., including design of motorized hangar doors and getting the same checked and verified by HQ Chief Engineer (CG) Visakhapatnam including making necessary corrections/ amplifying as advised and finally vetting the design drawings by any IIT (directly by the institute and not by any professor in individual capacity) and submission to HQ Chief Engineer (CG) Visakhapatnam for final approval complete all as specified. | 1 | Each Job | 25,00,000 ₹25 L | 10,00,000 ₹10 L | 43,51,137.73 ₹43.5 L |
| 2.00 | Construction of Pre-Engineered Building Hangar of size 60mx45m (clear size excluding steel stanchions/ columns), 8m minimum clear height with RCC pile foundation, RCC framed structure up to plinth level including plinth beam along with Annexes on either side of the hangar with RCC pile foundation and RCC framed structure with RCC roof, AAC block masonry, etc. complete all as specified and as shown on approved drawings and as directed. Details in brief are as given below:
(A) Main PEB Hangar
(i) Excavation in hard and dense soil
(ii) PCC 1:4:8 type D2 as in foundation concrete
(iii) Sub Structure : RCC M-30 design mix and CRS steel reinforcement in piles, pile caps, columns & plinth beam. ATT treatment, RFR, filling under floor etc.
(iv) Super structure: Superstructure is to be of steel PEB (as shown in drawing), PEB Structure is to be designed duly considering the soil investigation report and Design parameters attached as Annexure 'C' & Annexure 'D' to Schedule 'A' respectively. Galvalume sheet wall cladding with over lap of 150 mm shall be provided to enclose the front and rear side of hangar. Motorized sliding hangar doors with provision of manual operation to be designed for the hangar on the longer side. | 1 | Each Job | 19,49,92,084 ₹19.5 Cr | 21,00,00,000 ₹21 Cr | 20,01,00,000 ₹20.0 Cr |
| 2.01(v) Roof & cladding: Galvalume sheet roofing 0.6mm TCT, coated with camouflage pattern fixed to the structural steel sections as per manufacturer's instructions (vi) Flooring : Flooring inside hangar shall be of 5mm thick epoxy flooring including marking over 220mm thick PQC with flexural strength of 45 Kg/cm² over 1.0mm thick transparent polythene sheet over 10 mm thick sand cushioning over 125 mm thick dry lean concrete of M-10 grade over 150 mm thick WMM in single layer of compacted thickness of 150 mm thick over 200 mm thick granular sub base over compacted/rammed sub base, including forming dummy joints 6-8 mm wide and 100 mm deep by sawing and filled with sealing compound, including forming expansion joints filled with 20-25 mm thick approved joint filer board and sealed with sealing compound including construction joint 10 mm wide and 25 mm deep including sealing compound all complete as specified. (vii) Plinth protection of PCC 1:3:6 type C2 over 100 mm thick hard core on rear side only (viii) Bird proofing for hangar ceiling and for main hangar door opening on front side: Bird proofing system in ceiling shall be designed to allow access to repair hangar ceiling lights. No gaps in bird proofing shall be left in hangar ceiling. Bird proofing for door opening shall be designed for motorized operation as well as manual operation by single individual. The cables & pulleys shall be designed to prevent any disengagement of the cables from the pulley system during operation. | ||||||
| 2.02(ix) Hangar door: Main hangar door shall be factory prefabricated with maximum 8 leaves and assembled at site with doors to be convex out side. Motor driving unit shall be designed for smooth acceleration & deceleration while starting & stopping and the unit shall be covered against weather/ rain. The drainage of channels of hangar door shall be planned to allow cleaning of channel and rain water disposal. Drains to be connected to the nearest main drain of the project. Channel drainage system for heavy duty applications as per BS EN 1433:2002 up to & including load class F900 to be planned to dispose off all water/ lubricants from the hangar area. | ||||||
| 2.03(B) ANNEXES (G+1) (i) Excavation in hard and dense soil (ii) PCC 1:4:8 type D2 as in foundation concrete (iii) Sub Structure : RCC M-30 design mix and CRS TMT steel reinforcement in piles, pile caps, columns & plinth beam etc, ATT treatment RFR, filling under floor etc. (iv) Superstructure : RCC framed structure in M-30 mix design with RCC roof, AAC block wall; and with finishes, UPVC windows/ ventilators, wooden doors, and all finishes as shown Sch of finishes drg. | ||||||
| 2.04Schedule "A" Part – I-A to Schedule "A" Part – XV: NOTE: Schedule "A" Part – I to Part – XV are prepriced by MES. Bidders shall insert their Lump sum amount in Green coloured field under Column - 6 only | ||||||
| 3.00 | Lump sum price worked out by the contractor for "Buildings & Structures", as listed in Schedule "A" Part – I-A | 1 | Each Job | 39,82,000 ₹39.8 L | 40,00,000 ₹40 L | 30,59,200 ₹30.6 L |
| 4.00 | Lump sum price worked out by the contractor for "EARTH WORK AND SITE CLEARANCE", as listed in Schedule "A" Part – II | 1 | Each Job | 3,93,050 ₹3.9 L | 6,00,000 ₹6 L | 7,32,698.88 ₹7.3 L |
| 5.00 | Lump sum price worked out by the contractor for "INTERNAL WATER SUPPLY", as listed in Schedule "A" Part – III | 1 | Each Job | 2,41,250 ₹2.4 L | 2,50,000 ₹2.5 L | 1,99,198 ₹2.0 L |
Tender Value
₹38 Cr
EMD Value
₹15 L
Closing Date
28 Aug 2025, 6:00 pmClosed
Chief Engineer (CG) Visakhapatnam
Office of HQ Chief Engineer (CG), Near Varma Complex, Muralinagar, Visakhapatnam-530007
80235 PROVISION OF HANGAR WITH ANNEXES, TAXI TRACK AND ALLIED FACILITIES AT CGAE, VISAKHAPATNAM
2025_MES_706243_1
CE (CG) /80235/E8
Open Tender
Civil Works
540 days
Visakhapatnam
Class SS, Category a (i) meeting PQ criteria given in NIT
8 documents required · 8 mandatory
₹3,000
Garrison Engineer (I) (CG) Visakhapatnam
₹15 L
Yes
31 Oct 2025
1 May 2025
3 Sept 2025
2 Jun 2025
28 Aug 2025
18 Aug 2025
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