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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 11 JAMES HICKEY SARANI 2ND FLOOR KOLKATA 700069 | KOLKATA | KOLKATA | WEST BENGAL | 700069 | Accepted-Technical RECOMMENDED |
| 2 | Accepted-Technical | Accepted-Technical RECOMMENDED |
| 3 | Accepted-Technical 501 PRATEIK PLAZA OPP PATEL AUTO S V ROAD GOREAGAON W MAHARASHTRA 400062 | 400062 | Accepted-Technical RECOMMENDED |
| 4 | Rejected-Technical | Rejected-Technical NOT RECOMMENDED AS THE FIRM HAS NOT SUBMITTED THE REQUISITE DOCUMENTS (TENDER APPLICATION, TENDER FEE, EMD AND OTHER REQD DOCUS) AS PER NIT |
| 5 | Rejected-Technical 2ND FLOOR 4 25 KIRTI NAGAR INDUSTRIAL AREA WEST DELHI DELHI 110015 | WEST DELHI | DELHI | 110015 | Rejected-Technical NOT RECOMMENDED AS THE FIRM HAS ALREADY EXECUTED TWO WORKS IN THE UNENLISTED SEGMENT AS PER PARA 8(B) V OF NIT |
Tender Value
₹59.9 Cr
EMD Value
₹15 L
Closing Date
15 Jun 2026, 6:00 pmClosed
HQ CE Bareilly Zone
HQ CE BAREILLY ZONE
PROVN OF STORAGE SHEDS PRECAST INCLUDING ANCILLARY BUILDINGS AT MANA
2026_MES_756686_1
CEBZ/PGH/T-29 OF 2025-26
Open Tender
Civil Works
Lump-sum
GE 871 EWS
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE 871 EWS
₹15 L
Yes
HQ CE BAREILLY ZONE
15 Sept 2026
18 Mar 2026
22 Jun 2026
18 Mar 2026
15 Jun 2026
1 Jun 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE 'A' PART- I A
(BUILDING WORK : PRECAST STRUCTURE) | - | - | - | - |
| 2 | Constrction of factory made precast structure including Design, all type of drawings, Procurement , fabrication of hybrid box type precast underground utility structures for storage shed (Ammunition Bunkers) minimum internal floor size - 9.00 metre long , 6.00 metre wide x 4.20 metre high (floor to ceiling) along with minimum 3.00 metre wide main passage , exchange chambers, dibris chambers , ramps and provide the retaining wall for protect the earth erosions/ embankment and drainage system with pumping set. including excavation for foundation & under ground structure in hard dense soil, returning filling & removal of surplus soil. including internal electrification And for stucture references na dother specifications should be taken from the attached line plan , scope of work & DBR etc complete all as specified and directed. The requiremets under mentioned below also have to be followed & included :- | 22 | Each Block | - | - |
| 4 | SCHEDULE 'A' PART- I B
(BUILDING WORK : CONVENTIONAL) | - | - | - | - |
| 5 | Design & developed all drawings and Construction of RCC under ground SWT (Static water tank) - 110 KL capacity including excavation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-30 (Design Mix) , TMT reinforcement, necessary form work , water proofing treatment to RCC structures , plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , 20mm dia plain MS bar for rungs inner side for ladder purpose etc complete all as specified and directed | 2 | Each | - | - |
| 6 | Design & developed all drawings and Construction of RCC Semi under ground sump for water - 200 KL capacity including excavation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-30 (Design Mix) , TMT reinforcement, necessary form work , water proofing treatment to RCC structures , plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , 20mm dia plain MS bar for rungs inner side for ladder purpose , including two coat of cement base paint on external surface above ground etc complete all as specified and directed | 2 | Each | - | - |
| 7 | Design & developed all drawings and Construction of Pump house with operator room and attached toilet (RCC Framed structure) , minimum size of building 10.00 meter long x 6.00 metre width (total plinth area = 60 Sqm ) with RCC sloped roof slab, Plinth heinght from ground level 45 Cm and Ceiling height from floor level 3.20 Metre including excavation for foundation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-25 (Design Mix) , TMT reinforcement, necessary form work , PCC block masonry (1:3:6) in walls,water proofing treatment of roof , 75 cm wide plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , kota stone in floor , tiles in toiltes etc complete all as specified and directed | 1 | Each | - | - |
| 8 | Design & developed all drawings and Construction of Generator set room (RCC Framed structure) , minimum size of building 6.46 meter long x 5.45 metre width (total plinth area = 35.27 Sqm ) with RCC sloped roof slab, Plinth heinght from ground level 45 Cm and Ceiling height from floor level 3.20 Metre including excavation for foundation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-25 (Design Mix) , TMT reinforcement, necessary form work , PCC block masonry (1:3:6) in walls, plaster work,painting ,water proofing treatment of roof , 75 cm wide plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , kota stone in floor , tiles in toiltes , ramp , cable ducts in flooring with RCC cover with MS frame, rubber pads, steel rolling shutter with all fittings etc complete all as specified and directed | 1 | Each | - | - |
| 9 | Design & developed all drawings and Construction & fabrication of Elevated Santry Post minimum size of post 2.00 x 2.00 meter , minimum total height 6.00 M with MS Sections ("I" section, Channel & angle etc) for structure, RCC in M-25 (Design Mix) footing, base plate with bolting, with PPGI Sheet, four side sloped roof , Play Board , MS plate for Standing platform , painted , lader etc complete all as specified and directed. | 6 | Each | - | - |
| 10 | Total amount of SCHEDULE 'A' Part - II
(INTERNAL WATER SUPPLY)
(For details see Sch 'A' in PDF folder) | 1 | Each | 5,209.85 | ₹5,209.85 |
| 11 | Total amount of SCHEDULE 'A' PART - III (LOADING RAMP WORK)
(For details see Sch 'A' in PDF folder) | 1 | Each | 4,12,519.11 | ₹4,12,519.11 |
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