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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | +9.98% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive due to Table Clause 3(II) (c) of S.No. IV RCC/ Hume pipe ( not less then 1000) dia Not Mentioned and conditional bank Gaurantee Provided |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
10 Apr 2026, 3:00 pmClosed
SUPERINTENDENT ENGINEER
SUPERINTENDENT ENGINEER, ISARDA PROJECT CIRCLE, TONK
Urgent Raising of Existing Submersible Causeway on Naggonallah Under The Submergence of Isarda Dam at FRL-256 Meter Tehsil-Uniyara,Distt.-Tonk
2026_WRDAS_549382_1
ENIT06YEAR2025-26
Open Tender
Civil Works
180 days
Banetha Tonk
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
as per nit
₹6.0 L
Yes
5 May 2026
31 Mar 2026
13 Apr 2026
31 Mar 2026
10 Apr 2026
31 Mar 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 | 400 | Sqm | 1.45 | ₹580 |
| 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,Hard / dense soil | 1,595 | Cum | 95 | ₹1,51,525 |
| 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,Hard soil mixed with Kankar / boulders, Morrum | 1,595 | Cum | 118 | ₹1,88,210 |
| 4 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto: 40 mm | 330.4 | Cum | 5,058 | ₹16,71,163.2 |
| 5 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm | - | Cum | 5,648 | - |
| 6 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (ifrequired), curing, compaction and finishing with rendering in cement sand excluding the cost of centering, shuttering and reinforcement. Well mortar 1:3 (1 cement : 3 coarse sand) and making good the joints graded crusher broken stone aggregate of maximum size upto;(For mix design Cement content considered 400 kg/ cum of concrete) 20mm | 1,603.12 | Cum | 6,288 | ₹1,00,80,418.56 |
| 7 | Supply of MS reinforcement including labour charge for bending, binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads & lifts using, Tor or ribbed bars (IS:1786-1985) | 19,346.23 | Kg | 89 | ₹17,21,814.47 |
| 8 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | 2,696.54 | Sqm | 220 | ₹5,93,238.8 |
| 9 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery. 1600 mm internal diameter | 285 | RM | 19,500 | ₹55,57,500 |
| 10 | 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 | 17,505 | Cum | 128 | ₹22,40,640 |
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