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NTID 44533593
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💬 Talk to Our Bidding ExpertProvn Of Storage Sheds Precast in Joshimath - Complete Tender Details
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Military Engineer Services
Joshimath, Uttarakhand, India
NTID 44533593
- Opening Date : Tue 28th April, 2026
- Closing Date : Tue 21st April, 2026
- ₹ 598900000.00
- NTID 44533593
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
1500000.00 -
Document Cost
3000.00 -
Estimated Cost
598900000.00
BOQ Items Total Items : 89 | Total Qty : 5299.67
| # | Item | Quantity | Units |
|---|---|---|---|
| 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 :- | 22.00 | Each Block |
| 3 | Notes: (i) Sub base for Foundations for all pre cast structure. (ii) Precast Box type structure for Shed including post-tensioned fixture & accessories with anchoring & bolting etc (iii) Precast roof slabs and roof beams will be provided to all underground structures including storage sheds, corridors, exchange chamber, passage, debris chambers and verandas etc. (iv) water proofing all RCC pecast structure. (v) Loose soil filling , buster layer & camouflage layers as specified above roof of structures. (vi) Provide the retaining wall for protect the earth erosions/embankment whereas requirement i.e. exchange chamber, ramp. (vii) Foundation slab of Structure will be at minimum 5 m depth from the ground level as finalized by GE on site as per requirement | ||
| 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 | 2.00 | Each |
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