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Tender Value
₹30.7 Cr
EMD Value
₹61.4 L
Closing Date
6 Oct 2026, 6:00 pm
ACE WR Zone Udaipur
Water Resources Campus, Near Akashwani, Chetak Circle, Udaipur
Construction of Bituminous Road Cross Drainage Works Road Furniture and Protection Works for Rehabilitation and Resettlement Colony at Village Mokhi Tehsil Gogunda District Udaipur
2026_WRDAS_598038_1
13/2026-27
Open Tender
Civil Works
Percentage
Gogunda (Udaipur)
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EE MLS Dewas Water Diversion Division Udaipur
₹61.4 L
Yes
ACE Water Resources Zone Udaipur
16 Sept 2026
16 Sept 2026
7 Oct 2026
16 Sept 2026
6 Oct 2026
16 Sept 2026
25 Sept 2026
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.
Ordinary | 1,49,733 | Sqm | 1.45 | ₹2,17,112.85 |
| 2 | 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 all respect
(c) Hard soil mixed with Kankar / boulders, Morrum Extra lead over item no 1 to 8 of excavated material.
(a) Beyond initial lead of 50 m & upto 250 m | 5,55,151 | cum | 108.5 | ₹6,02,33,883.5 |
| 3 | 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 all respect
(c) Hard soil mixed with Kankar / boulders, Morrum | 10,859 | cum | 99 | ₹10,75,041 |
| 4 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all
respect.
(b) Hard rock not requiring blasting Extra lead over item no 1 to 8 of excavated material.
(a) Beyond initial lead of 50 m & upto 250 m | 3,70,100 | cum | 210.5 | ₹7,79,06,050 |
| 5 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all
respect.
(b) Hard rock not requiring blasting | 3,942 | cum | 201 | ₹7,92,342 |
| 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.
(i) at least 95% of Standard Proctor's density | 1,08,313 | Cum | 33 | ₹35,74,329 |
| 7 | Watering of earth including cost of carriage of water when source of water is
(a) up to 1 Km | 1,08,313 | Cum | 11 | ₹11,91,443 |
| 8 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3) | 7,574 | P.cum | 45 | ₹3,40,830 |
| 9 | Granular Sub-base with Well Graded Material (Table 400-1),By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401,
For Grading III Material | 3,362 | P.cum | 407 | ₹13,68,334 |
| 10 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406..) By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 3,113 | P.cum | 1,044 | ₹32,49,972 |
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