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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.0 L+₹29,161.19 (7.78%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹4.3 L
EMD Value
₹8,500
Closing Date
7 Sept 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Estabishment of Food Centre Enterprise to be Operated by Training SHG Member in the permises of Nursing College Rajouri
2026_PWDJK_322928_1
e-NIT No 75 of 2026-27 Dated 31-08-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹8,500
14 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TECHNICAL SPECIFICATIONS FOR PRE-FAB STRUCTURE MADE UP OF STEEL AND PUF PANELLS IN WALLS | |||||
| 2Pre-Fabricated shelter made up of steel structure and PUF panels, colour coated profile sheets etc with technical specification as given below:- | |||||
| 3Design Parameter. | |||||
| 3.1 | a) Seismic-Zone V
b) Wind / snow load as per relevant IS codes for the region
c) Temperature Range=(-) 40 to (+) 50 C
d) Roof slope= 1:2
e) Dimensions. All as indicated in the reference drawing to be provided as site or as directed by EIC at site. | - | - | - | - |
| 4Technical Specifications | |||||
| 4.01 | Details of Structural Members. The steel structure for the shelters will be designed for the Designed Parameters. All structural steel will be ISI marked with manufacturer's test certificate for raw material and structural properties. The main columns, verandah rafters, trusses, purlins etc will be Made out of steel sections, MS plates, M S bolts / nuts etc (the size of steel sections / thickness of M S plates, size of bolts/ nuts will be as per drawings or as directed by EIC at site | - | - | - | - |
| 4.02 | The roof will be provided with 0,50mm thick green colour coated steel profile sheets. Sheet covering will be fixed with using hot dip zinc coated self drilling hexagonal washer head fasteners. Ridge shall be covered by 0.50mm thick colour coated steel sheet. The sheets shall be laid with minimum end and side lap of 150mm. | - | - | - | - |
| 4.03 | Gable End. Gable End will be covered with same panels as of wall upto bottom chord of truss. The triangular truss portion will be covered with 0.63mm wider than the width of the opening | - | - | - | - |
| 4.04 | Sunshades. Suitable sunshades made out of colour coated sheet reinforced with angle iron frame will be provided to all external windows and doors. The minimum projection for the sunshades will be 450mm and 300mm wider than the width of the opening. | - | - | - | - |
| 4.05 | Roof Projection. The roof will have minimum projection 450mm all around including verandah portion. Purlins will also be extended in the roof at the eaves and at gable roof extension (outside the structure) | - | - | - | - |
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