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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | Accepted-Technical Responsive |
| 3 | Accepted-Technical N A | Accepted-Technical Responsive |
Tender Value
₹43.8 L
EMD Value
₹88,000
Closing Date
18 Sept 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of New Emporium under CHCDS Project HP State Handicraft and Handloom Corporation Ltd., at Bilaspur, Distt. Bilaspur (HP).
2026_SIDC_142539_1
Job No. 2
Open Tender
Civil Works
Item Rate
360 days
Bilaspur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,400
₹88,000
9 Oct 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation work by machnical means( Hydraulic exczvztor/ manual means in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto 5KM leads and as per direction of Engineer-in-Charage. | 201.22 | Cum | - | - |
| 2 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in walls and as per direction of Engineer-in-Charage. | 87.26 | Cum | - | - |
| 3.01 | Providing from work with steel plates 3.15mm thick weled with angle iron in frame 30x30x5mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor two ceiling and removal of the same for instu- reinforced concrete and plain concrete work and as per direction of Engineer-in-Charage in:- (a) Foundation, footing bases of colums etc. and mass concrete. | 13.68 | Sqm | - | - |
| 3.02 | b) Columns, pilasrs, post and struts, square, rectangular or polygonal in plain. up to floor two level | 218.07 | Sqm | - | - |
| 3.03 | c) Beams, cantilevers, girders & lintels, sides & soffits or beams, beam haunchings, cantilvers bressumers and lintels not exceeding 1mtrs in depth. | 126.72 | Sqm | - | - |
| 3.04 | d) flat surface such as soffit of suspended floor roof landing up to floor two level | 325.9 | Sqm | - | - |
| 3.05 | e) vartical surface such as wall any thickness for septic tank wall | 81 | Sqm | - | - |
| 4.01 | Providing & laying cement concrete work 1:1.5:3 (1cement: 1.5sand: 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all hight and as per direction of Engineer-in-Charage.. a) Foundation footing bases of columns etc. and mass concrete . Qtrs/bull shed | 24.12 | Cum | - | - |
| 4.02 | b) Columns, pilasrs, posts and struts, square, rectangular or polygonal in plain. up to floor two level | 22.31 | Cum | - | - |
| 4.03 | c) Suspending floors roofs landing & shelves and their supports, balconies, beams, girders, bressumers and their cases (except spiral cantilever upto floor two level. | 63.59 | Cum | - | - |
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agreement.pdf
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