Tender For Construction Of Sureda Anicut , Gp. Kishan Kareri, Tehsil Dungla District Chittorgarh
Tender Value
4.55 Crore
Estimated cost
Bid Submission
20 Aug 2026
20 days left
EMD
9.11 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chittorgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sureda Anicut , Gp. Kishan Kareri, Tehsil Dungla District Chittorgarh
BOQ
| Sl. No. | Item Description |
| 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-incharge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary |
| 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 soil mixed with Kankar / boulders, Morrum |
| 3 | 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, de-watering wherever required complete in all respect. Soft / Disintegrated rock |
| 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, de-watering wherever required complete in all respect.Hard rock not requiring blasting |
| 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, de-watering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting |
| 6 | 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, de-watering wherever required complete in all respect. Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. |
| 7 | Prepation of foundation of structure including removal of all lose stone. Silt and final washing. By manual labour |
| 8 | 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 |
| 9 | Nominal mix of Plain Cement Concrete well mixed and laid in positionusing 20% max permissible limit of plums above 160 mm and up to450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 40 mm |
| 10 | Providing and Laying in position of Cement concrete Design mix M20 including leads of all construction materials, plasticizers (ifrequired), 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; (For mix design Cement content considered 400 kg/ cum of concrete. 20 mm |
| 11 | Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 420 kg/cum of concrete) 20 mm |
| 12 | Drilling holes of 35 mm diameter for anchor rods. Upto 1.50 m. depth |
| 13 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 14 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) |
| 15 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. |
| 16 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 17 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawingincluding cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985) |
| 18 | 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 |
| 19 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect: Mixed strata muck |
| 20 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect |
| 21 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts |
| 22 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts. 23 cm thickness (± 5 % thickness tolerance) |
| 23 | Dry boulder filling in required profile with filling or voids etc. complete including all lead & lifts, and well finished surface. |
| 24 | 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 beyond 250m and upto 750m (1/2km) |
| 25 | Add extra for earth taken from private land with all lead and lift, land to be arrangged by contractor through private negotiations. Item applicable on certification by E.E. that no Government land is available with 250 meters from borrow area. |
| 26 | Compaction of earth or highly weathered strata. 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. at least 98% of Standard Proctor's density. |
| 27 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 28 | Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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