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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹33.2 L
EMD Value
₹57,400
Closing Date
27 Oct 2026, 11:00 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer
Jal Shakti Vibhag Division Jubbal Tehsil Jubbal Distt. Shimla
RR of Sewerage System to Saraswati Nagar in Tehsil Jubbal Distt Shimla HP SH CO RCC Pillors Various Size CO 22 Nos MH Chamber CO Plum Concrete R Wall and Laying Jointing of DI Pipes
2026_HPIPH_145984_1
JBL-SML-09-718
Open Tender
Civil Works
Item Wise
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹57,400
16 Oct 2026
16 Oct 2026
27 Oct 2026
16 Oct 2026
27 Oct 2026
16 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches for laying pipes & M/holes chamber up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. | - | Cum. | 679.39 | - |
| 2 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | - | Cum. | 10,445.64 | - |
| 3Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | |||||
| 3.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | 12,178.22 | - |
| 3.02 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | 12,271.43 | - |
| 4 | Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 25mm (Forty millimeter nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per direction of Engineer - in charge. | 9.16 | Cum. | 9,922.15 | ₹90,886.89 |
| 5 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | - | Cum. | 11,729.74 | - |
| 5.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | - | Cum. | 12,989.96 | - |
| 6 | Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | - | Kg | 106.38 | - |
| 7Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | |||||
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