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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical AHEMDABAD B WING 15TH FLOOR PRIVILON BUILDING VIKRAM NAGAR AMBALI BOPAL ROAD BEHIND ISCONTAMPLE AHEMDABAD 380058 GUJRAT INDIA | AHMADABAD | GUJARAT | 380058 | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
| 5 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
₹76.3 Cr
EMD Value
₹1.5 Cr
Closing Date
12 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer (East) Cum Additional Secretary CAD
Chief Engineer (East) Cum Additional Secretary CAD Jaipur JLN Marg
Cement Concrete Lining work by Paver Machine in balance reaches between 91.00 km to 103.50 km (8.46 Km. length) of RMC CAD Anta
2025_CADKO_457326_1
Item No. 03 NIT No. 01 of 2025-26
Open Tender
Civil Works - Canal
Percentage
1460 days
Anta District Baran
As per Technical Bid
3 documents required · 3 mandatory
₹15,000
Executive Engineer RMC Division-II CAD Anta
₹1.5 Cr
Yes
Jaipur
6 Jun 2025
9 Apr 2025
13 May 2025
9 Apr 2025
12 May 2025
9 Apr 2025
9 Apr 2025 - 7 May 2025
24 Apr 2025
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 |
|---|---|---|---|---|---|
| 1 | Cutting & 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. (a) ordinary | 5,16,960 | SQM | 1.45 | ₹7,49,592 |
| 2 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.(b) In cement mortar | 129 | CUM | 576.8 | ₹74,407.2 |
| 3 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness (A) 10.00cm | 3,496.68 | SQM | 40 | ₹1,39,867.2 |
| 4 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in (b) Hard / dense soil | 3,25,739.18 | CUM | 95 | ₹3,09,45,222.1 |
| 5Earth 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. | |||||
| 5.01 | (a) With initial lead of 250 m | 46,474.9 | CUM | 128 | ₹59,48,787.2 |
| 5.02 | (b) With lead beyond 250 m and up to 750 m (½ Km) | 57,127.9 | CUM | 137.5 | ₹78,55,086.25 |
| 6 | Compaction of earth or highly weathered strata (b) By 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.(ii) at least 98% of Standard Proctor's density | 1,03,602.8 | CUM | 42 | ₹43,51,317.6 |
| 7 | Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km | 1,03,602.8 | CUM | 12.6 | ₹13,05,395.28 |
| 8 | Providing and laying CNS (Cohesive non swelling) seclected soil (from any source including private fileds) and laying in layers below PCC block / CC lining in layers of 15-20 cm watering and compaction to achieve a density of 95 % of standard proctor's density including all lead & lift, dewatering whenever necessary and complete as per technical specifications.Thickness of and specification of CNS should confirm to IS:9451 latest revision. | 2,73,240 | CUM | 302 | ₹8,25,18,480 |
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