Tender For Construction Of Face Wall, Vrbs And Renovation Of Earthen Embankment & Canals Of Danta Dhuwala Talab Village - Danta Tehsil - Mandal District - Bhilwara
Tender Value
4.90 Crore
Estimated cost
Bid Submission
25 Aug 2026
0 days left
EMD
9.81 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhilwara → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Face Wall, Vrbs And Renovation Of Earthen Embankment & Canals Of Danta Dhuwala Talab Village - Danta Tehsil - Mandal District - Bhilwara
BOQ
| Sl. No. | Item Description |
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora 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. (Thick) |
| 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, dewatering wherever required complete in all respect for Hard/Dense soil |
| 3 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. ( Poor Quality) (b) In Cement mortar |
| 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, dewatering wherever required complete in all respect for Hard soil mixed with kanker/boulder,morrum Hard soil mixed with kanker/boulder,morrum |
| 5 | 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 20 mm |
| 6 | Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness 7.50 CM |
| 7 | Random rubble stone masonry(using R.R. stones where 75% stones should not be less than 15cm in size in any direction and weighing not less than 23kg.) for superstructure including curing all leads of all construction materials including curing etc. complete in cement sand mortar 1:6 |
| 8 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.complete in cement sand mortar 1:6 |
| 9 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm |
| 10 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing &curing etc. complete including all leads of all construction materials of thickness 20 mm |
| 11 | Providing and Laying inposition of Cement concrete Nominalmix(1:1.5:3) including leadsof all construction materials ,curing,compaction and finishing with rendering in cement sand mortar 1:3(1cement:3coarsesand) and making good the joints excluding the cost of centering, shuttering and reinforcement.Well graded crusherbroken stone aggregate of maximum size upto;(d) 20 mm |
| 12 | 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. |
| 13 | 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 |
| 14 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. |
| 15 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.using.(ii)Tor or ribbed bars (IS :1786-1985) |
| 16 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. |
| 17 | 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 sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of standard Proctor's density with initial lift of 1.5 m (Excluding charges for for compaction and watering) including loading and un loading wherever required complete in all respect. With lead beyond 250 m and 750 m (1/2 km) Deduct Standard Proctor Density to be acheive is at least 90 % |
| 18 | Compaction of earth or highly weathered strata (a) By Manually or plain roller (Density 90% of Proctor) |
| 19 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 20 | 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 (a) Earth / Soil |
| 21 | Supplying laying and consolidation of quarry rubbish/Murram/Murda to reqired graded and camber in layers not exceeding 15 cm thickness (loose) by road roller as per specification including dressing etc complete. |
| 22 | Cut stone sills, slab, or lintels one face plain and edge hammer dressed including all lead and lift. (a) 100 to 125 mm thick |
| 23 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 24 | Add GST (18%) All Construction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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