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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
₹42.4 L
EMD Value
₹84,800
Closing Date
24 Oct 2026, 1:00 pm6d left
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 Division Rajgarh
Sh C/O RCC intake chamber, C/O RCC storage tank of various capacity, C/O Sedimentation tank of various capacity C/O Jacketing of filter Bed of different capacity at various WSS under Jal SHakti Sub Division Chandol under Division Rajgarh
2026_HPIPH_146028_4
9379-9479 dated 09-10-2026
Open Tender
Civil Works
Item Rate
180 days
Rajgarh
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
EE Rajgarh
₹84,800
Yes
17 Oct 2026
17 Oct 2026
24 Oct 2026
17 Oct 2026
24 Oct 2026
17 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work in all classifications of soil such as spade work ,pick work, jumper work Kankar, moorum, shingles incliuding deccomposed soft and hard rock etc up to all heights stacking the excavated earth not more then 3 metres clear from the edge of excavation and then returning the stacked soil in15cm layers when required, into plinths, sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts and carriage of all materials upto all leads and lifts. | 200.43 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts and carriage of all materials upto all leads and lifts. | 18.14 | Cum | - | - |
| 3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||
| 3.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness | 73.79 | Sqm | - | - |
| 3.02 | Vertical surfaces such as walls(any thickness,) partitions and like including attached pillaster butresses plinth and string courses and the like and as per the the direction of Engineer-in-Charge. Including entire carriage of materail up to all leads and lifts. | 700.7 | Sqm | - | - |
| 4P/L cement concrete work 1:1.5:3 (1cement:1.5sand :3 graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 4.01 | Foundation and plinth including entire carriage of material up to all leads and lifts | 31.75 | Cum | - | - |
| 4.02 | Walls (any thickness but not less than 0.1 M thickness) attached pillasters butteresses plingth and string courses etc. from top of foundation level up to floor two level and as per the direction of Engineer-in-Charge including entire carriage of material up to all leads and lifts. | 68.87 | Cum | - | - |
| 5 | Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 water borne aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landing shelve and their supports balconies beams, girders bressumers and centilevers upto floor two level in all heights and depths including all leads and lifts carriage of material at site and as per directed by the Engineer-in-Charge. | 8.65 | Cum | - | - |
| 6 | Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level including all leads and lifts carriage of material at site and as per directed by the Engineer-in-Charge. | 8,292 | Kg | - | - |
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