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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹59.3 CrAccepted-AOC 401 THE GRAND MALL OPP STATE BANK ZONAL OFFICE S M ROAD AMBAWADI AHMEDABAD 380015 | AHMADABAD | GUJARAT | 380015 | 1 | Accepted-AOC after deduction of sch of credit 18803.42 and reduction on FH items 270450.00 | |
| 2 | 2₹61.4 Cr+₹2.1 Cr (3.53%)Rejected-Finance 201 202 2 FLOOR FIT WELL HOUSE OPP HOME TOWN LBS MARG VIKHROLI WEST MUMBAI 400083 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400083 | 2 | Rejected-Finance Other than the lowest | |
| 3 | 3₹61.7 Cr+₹2.4 Cr (4.00%)Rejected-Finance 19 I V I P ROAD JUNGLIGHAT PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | 3 | Rejected-Finance Other than the lowest | |
| 4 | 4₹68.4 Cr+₹9.1 Cr (15.3%)Rejected-Finance | 4 | Rejected-Finance Other than the lowest | |
| 5 | 5₹141.1 Cr+₹81.8 Cr (137.9%)Rejected-Finance E 4 13 SECTOR 7 ROHINI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | 5 | Rejected-Finance Other than the lowest |
| Sl No | Description | Qty | Unit | SARAOGI BUILDERS LIMITED L4 | Dineshchandra R.Agrawal Infracon Pvt.Ltd L1 | surendra infrastructure pvt ltd L3 | Generic Engineering Construction and Projects Ltd L2 | PNSC INFRASTRUCTURE PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00NOTE: Schedule ‘A’ Part-I is not prepriced by MES and prepriced rate indicated as 0.00 under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6. | ||||||||
| 1.10Schedule 'A' Part-I | ||||||||
| 2.00 | (a) PEB HANGAR : Analysis, design, detailing and supply of detailed Architectural & Structural drawings, and Constn of Hangar bldg of PEB Structure of size 45mx45mx8m Door height & Ridge height 11.83m including RCC foundation (using RMC), anchor bolts, base plates and all structural steel items, rain water eaves-gutters and down take pipes, cable ducts, bird proofing of Aluminium alloy wire cloth net fixed with aluminium snap grid framework, etc., with electrically operated sliding doors (on front side of Hangar) with steel frame, etc., profiled sheeting manufactured out of 0.6 mm TCT (AZ-200 GSM Aluminium - Zinc alloy metallic coating, colour coated and yield strength of 550 MPa with exterior coat of SDP( Super Durable Polyster) paint system, 20 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer in wall cladding and roofing (maximum of 15% roof/ wall sheeting with semi-transparent triple layer Polycarbonate sheets of thickness 6mm) complete all as specified and directed by GE.
Note : (i) The rate is excluding Flooring as per schedule 'A' part-III and epoxy flooring for entire hangar flooring area complete all as specified and as shown on drawings. (ii) GE to ensure construction of hangar at elevation not exceeding 11.83m at a distance of 185m from the centre line of Runway. | 1 | Job | 33,90,00,000 ₹33,90,00,000 | 26,37,61,000 ₹26,37,61,000 | 23,80,00,000 ₹23,80,00,000 Lowest | 30,00,00,000 ₹30,00,00,000 | 1,10,00,00,000 ₹1,10,00,00,000 |
| 2.10The rate includes the provisions of the following :- (a) Provision of necessary base plates including anchor bolts shall be deemed to be included in the unit rate. (b) Wall cladding on the building shall be provided as per drawings. Suitable eaves gutters and rainwater down take pipes as required shall be provided to divert rain water from the Hangar Roof to ground level. (c) Provision of Aluminium frame for fixing of bird proofing is required in hangar complete all as shown on drawings and specified. Rate shall be deemed to be included in the unit rate. (d) The rate is deemed to include the cost of design, fabricate and erect electrically operated (with manual option) sliding Hangar doors at front side of Hangar. The rate is deemed to include the cost of providing one wicket door of size( 2.00 x 1.00) Mtr in one leaf of hangar door. The cost to be inclusive of rails above, below the hanger door, pulleys, rollers, Electrical motors alongwith panel and connected items are deemed to be inclusive of quoted rates. (the Design of Electrically Operated Hangar Door shall be Vetted by IIT/IISc Bangalore and approved by Accepting officer before execution. (e) The cost to be inclusive of rails above, Supply and Fix automation system ,electrical motorized opearated hanger telescopic sliding BI-parting multi leaf hangar door(total-08 Nos of Leaf, 04 No of Right Slide and 04 nos left slide, 02 nos. drive leafand 06 nos slave leaf) operated for hangar door consisting of electric gear motor 3 phase, 440 volts 50 Hz of suitable capacity with complete following accessories all as specified and directed by Engr-in-charge. | ||||||||
| 2.20(i)Drive bottom wheel with 3 phase geared motor, manual De-clutching and mounting plate-02 Nos. (ii) Non drive bottom wheel-14 Nos. (iii) Top telescopic assembly- 16 nos. (iv) Electric control panel with emergency stop key, LED push button station with the function of (forward-reverse-stop)- 02 Nos. (v) M 30 x 15 mm proximiti sensor with bracket- 08 set (vi) Hooter cum flasher- 02 Nos (vii) Cable tray or rope (for two geared motor)- As required. (viii) Flexible cable (for two geared motor)- As required. (ix) Conduit pipes for cabeling and cable carrier (for two geared motor)- As required. (x) Hardware(nuts, bolts, etc)- As required. (xi) The design has to be done by standard software of latest version. The rate shall be deemed to include the cost of vetting of design of all structures (PEB hangar, RCC foundation as recommended, Structural design of Annexes) by IITs/IISc Bangalore. The design (showing full design calculations and details of complete STAAD soft and hard files in both format) and drawings duly vetted by IITs/IISc Bangalore shall be submitted to the department as per time schedule communicated by the GE and as specified. | ||||||||
| 2.30(xii) The RCC structure should be design as per IS-456 (2000) and IS-1893 (2016). Ductile detailing shall comply with provns as per IS-13920 and all relevant provn of seismic Zone-V area (xiii) Certificate from the vetting agency that the design is meeting all relevant codal requirments and design of building is structurally sound shall be furnished. (xiv) All drawing for structural drawing, PEB structure incl the details of expansion joint, if any, details of structural members, junction, structural plans, sections required for execution of works etc shall be furnished in original tracing along with soft copy in CD and 5 Sets of Hard copy. (xv) Details of quantities of following items shall be furnished :- (i) Steel - Section wise (ii) RCC - (Grade and location wise) (xvi) Surface and sub-surface drainage to be provided for Hangar floor to ensure the highest level of water tabel remains at least one meter below the bottom of subgrade in consultation by and duly vetted by IITs/IISc Bangalore etc as approved under MES policies and regulations. Section 309 MORTH specification 2013. (xvii) Necessary excavation for the foundation. | ||||||||
| 2.40(b) Constn of Admin/Annexe/Tech Bldg with RCC Roof : Analysis, design, detailing and supply of detailing and supply of detailed Architectural and Structural drawings, including constn in Pt structure in T/S with RCC framed structure using M30 grade design mix concrete incl ATT, seismic provn, AAC block masonary, Aluminium door & windows, etc., as per Drg and complete all as specified and directed (ii) Analysis, design, detailing and supply of detailing and supply of detailed Architectural and Structural drawings, including Construction of Reinforcement cement concrete of grade M-30 design mix water tank of 25000 ltrs capacity with partition wall for fire fighting and domestic purpose on annexe. The capacity of tank will be divided in two parts one of 20,000 ltrs for fire fighting and 5,000 ltrs for domestic purpose. There will be provn of over flow filling of domestic portion to keep fire fighting part always full of water. Total height should be within permissible limit of height of building. as per Drg and complete all as specified and directed The rate includes the provisions of the following :- (i) Necessary foundation for the PEB structure and Annexes shall be followed as per Sch 'A' notes. (ii) Necessary excavtion for the foundation. (iii) All types of joinery, building hardware and other items which are essential and required to complete the building in all respect as specified. (iv) Fabric polyster vertical blinds with slat width 25mm and slat thickness 0.5mm (7 x 2x 2.4x1.2) complete all as specified and directed. (v) Source of coarse aggregate and River sand from Main Land (India). | ||||||||
| 3.00 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Watch Tower with permanent specification complete all as specified and directed. NOTE:- (i) Source of coarse aggregate and River sand from Main Land (India). | 2 | Job | 38,44,200 ₹76,88,400 | 45,00,000 ₹90,00,000 | 65,00,000 ₹1,30,00,000 | 25,00,000 ₹50,00,000 | 12,00,000 ₹24,00,000 Lowest |
| 4.00 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Sentry Post/Box with permanent specification complete all as specified and directed. NOTE:- (i) Source of coarse aggregate and River sand from Main Land (India). | 2 | Job | 1,61,900 ₹3,23,800 Lowest | 3,00,000 ₹6,00,000 | 7,25,000 ₹14,50,000 | 2,00,000 ₹4,00,000 | 25,00,000 ₹50,00,000 |
| 5.00 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Storage Accomodation bldg as pt structure with RCC framed structure using M30 grade design mix concrete incl ATT, seismic provn, AAC block masonary, aluminium windows, kota stone flooring, etc., all as specified and directed. NOTE:- (i) Source of coarse aggregate and River sand from Main Land (India). | 1 | Job | 56,40,000 ₹56,40,000 | 50,00,000 ₹50,00,000 Lowest | 1,17,50,000 ₹1,17,50,000 | 95,00,000 ₹95,00,000 | 50,00,000 ₹50,00,000 Lowest |
Tender Value
₹63 Cr
EMD Value
₹15 L
Closing Date
1 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CHIEF ENGINEER A and N Zone
HQ CE A and N Zone MES Brichgunj Junglighat post Sri Vijaya Puram
PROVN OF FRONT LINE HANGAR FOR TECH AIRCRAFT AT CAMPBELL BAY
2025_MES_719909_1
801257/R/E8
Open Tender
Construction Works
Lump-sum
910 days
CAMPBELL BAY
Please refer Tender documents.
11 documents required · 11 mandatory
₹3,000
GE CAMPBELL BAY
₹15 L
Yes
PORTBLAIR or ONLINE
16 Dec 2025
11 Jul 2025
3 Sept 2025
11 Jul 2025
1 Sept 2025
16 Aug 2025
24 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Schedule 'A' Part-I | - | - | - | - |
| 0.0 | (a) PEB HANGAR : Analysis, design, detailing and supply of detailed Architectural & Structural drawings, and Constn of Hangar bldg of PEB Structure of size 45mx45mx8m Door height & Ridge height 11.83m including RCC foundation (using RMC), anchor bolts, base plates and all structural steel items, rain water eaves-gutters and down take pipes, cable ducts, bird prooting of Aluminium alloy wire cloth net fixed with aluminium snap grid framework, etc., with electrically operated sliding doors (on front side of Hangar) with steel frame, etc., with Alu-Zinc colour coated profiled steel roofing sheets 0.6mm thick (TCT) and yield strength of 550 MPa in wall cladding and roofing (maximum of 15% roof/ wall sheeting with semi-transparent triple layer Polycarbonate sheets of thickness 6mm) complete all as specified.
Note : (i) The rate is excluding Flooring as per schedule 'A' part-III and epoxy flooring for entire hangar flooring area complete all as specified and as shown on drawings. (ii) GE to ensure construction of hangar at elevation not exceeding 11.83m at a distance of 185m from the centre line of Runway. | 1 | Job | - | - |
| 0.0 | The rate includes the provisions of the following :-
(a) Provision of necessary base plates including anchor bolts shall be deemed to be included in the unit rate.
(b) Wall cladding on the building shall be provided as per drawings. Suitable eaves gutters and rainwater down take pipes as required shall be provided to divert rain water from the Hangar Roof to ground level.
(c) Provision of Aluminium frame for fixing of bird proofing is required in hangar complete all as shown on drawings and specified. Rate shall be deemed to be included in the unit rate.
(d) The rate is deemed to include the cost of design, fabricate and erect electrically operated (with manual option) sliding Hangar doors at front side of Hangar. The rate is deemed to include the cost of providing one wicket door of size( 2.00 x 1.00) Mtr in one leaf of hangar door. The cost to be inclusive of rails above, below the hanger door, pulleys, rollers, Electrical motors alongwith panel and connected items are deemed to be inclusive of quoted rates. (the Design of Electrically Operated Hangar Door shall be Vetted by IIT/IISc Bangalore and approved by Accepting officer before execution. (e) The cost to be inclusive of rails above, Supply and Fix automation system ,electrical motorized opearated hanger telescopic sliding BI-parting multi leaf hangar door(total-08 Nos of Leaf, 04 No of Right Slide and 04 nos left slide, 02 nos. drive leafand 06 nos slave leaf) operated for hangar door consisting of electric gear motor 3 phase, 440 volts 50 Hz of suitable capacity with complete following accessories all as specified and directed by Engr-in-charge. | - | - | - | - |
| 0.0 | (i)Drive bottom wheel with 3 phase geared motor, manual De-clutching and mounting plate-02 Nos. (ii) Non drive bottom wheel-14 Nos.
(iii) Top telescopic assembly- 16 nos.
(iv) Electric control panel with emergency stop key, LED push button station with the function of (forward-reverse-stop)- 02 Nos.
(v) M 30 x 15 mm proximiti sensor with bracket- 08 set
(vi) Hooter cum flasher- 02 Nos
(vii) Cable tray or rope (for two geared motor)- As required.
(viii) Flexible cable (for two geared motor)- As required.
(ix) Conduit pipes for cabeling (for two geared motor)- As required.
(x) Hardware(nuts, bolts, etc)- As required. (xi) The design has to be done by standard software of latest version. The rate shall be deemed to include the cost of vetting of design of all structures (PEB hangar, RCC foundation as recommended, Structural design of Annexes) by IITs/IISc Bangalore. The design (showing full design calculations and details of complete STAAD soft and hard files in both format) and drawings duly vetted by IITs/IISc Bangalore shall be submitted to the department as per time schedule communicated by the GE and as specified. | - | - | - | - |
| 0.9 | (xii) The RCC structure should be design as per IS-456 (2000) and IS-1893 (2016). Ductile detailing shall comply with provns as per IS-13920 and all relevant provn of seismic Zone-V area
(xiii) Certificate from the vetting agency that the design is meeting all relevant codal requirments and design of building is structurally sound shall be furnished. (xiv) All drawing for structural drawing, PEB structure incl the details of expansion joint, if any, details of structural members, junction, structural plans, sections required for execution of works etc shall be furnished in original tracing along with soft copy in CD and 5 Sets of Hard copy.
(xv) Details of quantities of following items shall be furnished :-
(i) Steel - Section wise
(ii) RCC - (Grade and location wise)
(xvi) Surface and sub-surface drainage to be provided for Hangar floor to ensure the highest level of water tabel remains at least one meter below the bottom of subgrade in consultation by and duly vetted by IITs/IISc Bangalore etc as approved under MES policies and regulations. Section 309 MORTH specification 2013.
(xvii) Necessary excavation for the foundation. | - | - | - | - |
| 2.4 | (b) Constn of Admin/Annexe/Tech Bldg with RCC Roof : Analysis, design, detailing and supply of detailing and supply of detailed Architectural and Structural drawings, including constn in Pt structure in T/S with RCC framed structure using M30 grade design mix concrete incl ATT, seismic provn, PCC block masonary, Aluminium door & windows, etc., as per Drg and complete all as specified and directed
(ii) Analysis, design, detailing and supply of detailing and supply of detailed Architectural and Structural drawings, including Construction of Reinforcement cement concrete of grade M-30 design mix water tank of 25000 ltrs capacity with partition wall for fire fighting and domestic purpose on annexe. The capacity of tank will be divided in two parts one of 20,000 ltrs for fire fighting and 5,000 ltrs for domestic purpose. There will be provn of over flow filling of domestic portion to keep fire fighting part always full of water. Total height should be within permissible limit of height of building. as per Drg and complete all as specified and directed
The rate includes the provisions of the following :-
(i) Necessary foundation for the PEB structure and Annexes shall be followed as per Sch 'A' notes.
(ii) Necessary excavtion for the foundation.
(iii) All types of joinery, building hardware and other items which are essential and required to complete the building in all respect as specified. (iv) Fabric polyster vertical blinds with slat width 25mm and slat thickness 0.5mm (7 x 2x 2.4x1.2) complete all as specified and directed. | - | - | - | - |
| 0.0 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Watch Tower with permanent specification complete all as specified and directed. | 2 | Job | - | - |
| 0.0 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Sentry Post/Box with permanent specification complete all as specified and directed. | 2 | Job | - | - |
| 0.0 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and construction of Storage Accomodation bldg as pt structure with RCC framed structure using M30 grade design mix concrete incl ATT, seismic provn, PCC block masonary, aluminium windows, kota stone flooring, etc., all as specified and directed. | 1 | Job | - | - |
| 0.0 | Analysis, design, detailing and supply of detailed Architectural & Structural drawings and Constn of Panel Room, Pump House and Duty Roomm with Toilet bldg as pt structure with RCC framed structure using M30 grade design mix concrete incl ATT, seismic provn, PCC block masonary, aluminium windows, kota stone flooring, etc., all as specified. | 1 | Job | - | - |
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