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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.3 CrAccepted-Finance | 1 | Accepted-Finance Lowest bid | |
| 2 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹8.6 Cr
EMD Value
₹17.3 L
Closing Date
29 Jan 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ACE WR Zone Jaipur
O/o Additional Chief Engineer Water Resources Zone Jaipur, Sinchai Bhawan JLN Marg Jaipur
Repair, Renovation and Restoration work of Dheebru Sagar Dam and Canal Kantoli, Tehsil Malpura, District Tonk,Repair, Renovation and Restoration work of Ganglov Dam and Canal, Tehsil Todaraisingh, District Tonk, Repair, Renovation and Restoration wor
2023_WRDAS_376097_2
ACE NIT 26/2023-24_RRR
Open Tender
Civil Works
Percentage
365 days
under jurisdiction of Tonk Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
as per nit
₹17.3 L
Yes
Jaipur
8 Mar 2024
11 Dec 2023
30 Jan 2024
11 Dec 2023
29 Jan 2024
11 Dec 2023
20 Dec 2023
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 |
|---|---|---|---|---|---|
| 1Section (Id-92615)- Repair, Renovation and Restoration work of Dheebru Sagar Dam and Canal Kantoli, Tehsil Malpura, District Tonk | |||||
| 1.01 | Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. For dowels and outer slopes. | 59,730 | Sqm | 1.85 | ₹1,10,500.5 |
| 1.02 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 7.5 cm to 15 cms girth | 8 | Each | 41 | ₹328 |
| 1.03 | Ploughing and picking of surface of old embankment | 136.13 | per 10 sqm | 4.6 | ₹626.2 |
| 1.04 | Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m | 1,155.63 | Cum | 97 | ₹1,12,096.11 |
| 1.05 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m | 45,493.58 | Cum | 128 | ₹58,23,178.24 |
| 1.06 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m
5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95 | 1,877.6 | Cum | 118 | ₹2,21,556.8 |
| 1.07 | Add extra for each subsequent lead of 500m or part there of beyond 0.500 Km and up to 5 km | 938.8 | Cum | 8.75 | ₹8,214.5 |
| 1.08 | (ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density | 45,493.58 | Cum | 42 | ₹19,10,730.36 |
| 1.09 | (i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density | 3,177.2 | Cum | 39 | ₹1,23,910.8 |
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