Tender For Rehabilitation Of Tordi Sagar Major Irrigation Project , Teh-Malpura, Dist.Tonk
Tender Value
82.38 Crore
Estimated cost
Bid Submission
11 Sep 2026
18 days left
EMD
1.64 Crore
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tonk → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation Of Tordi Sagar Major Irrigation Project , Teh-Malpura, Dist.Tonk
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. ( For dowels and outer slopes) |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard/Dense soil |
| 3 | 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 .Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95% |
| 4 | Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km 2 km |
| 5 | 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.(i) at least 95% of Standard Proctor's density |
| 6 | Watering of earth including cost of carriage of water when source of water is up to 1 Km for per cum |
| 7 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for( Bed) |
| 8 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for( side slope ) |
| 9 | Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness 10cm. for collar |
| 10 | Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness 7.5 cm. |
| 11 | Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading & transportation of blocks from manufacturing site to lining site.Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications. |
| 12 | 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 :3coarse 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. |
| 13 | 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 23kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Add extra over item no. 1 to 7 for (a) Masonry work in Superstructure |
| 14 | Random rubble stone masonary (using R.R. stone where 75% stones to be not less then 15cm in size in any direction and weighting not less then 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.. In cement sand mortar 1:5 |
| 15 | Add extra over item no. 1 to 7 for (a) Masonry work in superstructure |
| 16 | Plastering cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20mm |
| 17 | Providing and laying cement concrete coping in (1:2:4) with maximumsize of crusher broken aggregate upto20mm including shuttering etc. withall leads of material complete in all respect in thickness of:(A) 75 mm. |
| 18 | Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS :3384-1986 and all leads of all constrcution materials includng cost of sealing compound, complete in all respect. |
| 19 | Construction of earthen dowel 0.50m top width and 0.40m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift. |
| 20 | Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300 mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand. |
| 21 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: (a) In bed. |
| 22 | Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed. , |
| 23 | Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone) |
| 24 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda torequired grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 25 | Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material. |
| 26 | Side shuttering including propping etc. complete (to achieve finish F2) for : Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. . |
| 27 | Side shuttering including propping etc. complete (to achieve finish F 2 for :(c) Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc. |
| 28 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 29 | Side shuttering including propping etc. complete (to achieve finish F 2 for :(a) Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete) |
| 30 | 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; 40mm. |
| 31 | 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 morter 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(d) 20 mm |
| 32 | Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, 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..11.1 PCC Nominal Mix 1:2:4 with plum, (c) Max size of Aggregate 20 mm. |
| 33 | 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) ;(d)20mm. Add extra for using ice in concrete to control temperature during hot weather concreting (T > 40° C), including cost of ice , crushing ,handling and mixing, complete as per IS 7861 (part 1) , with prior permission of Zonal ACE/CE. |
| 34 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. |
| 35 | R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (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 all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar. |
| 36 | Drilling holes of 35 mm diameter for anchor rods.(i)Upto 1.50 m. depth |
| 37 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 38 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 39 | 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.(ii) Tor or ribbed bars (IS :1786-1985) |
| 40 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications in luding to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/GovernmentEngineerCollege complete in all respect as per specification. Size 2.00 M x 2.00 M. |
| 41 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications in luding to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/GovernmentEngineerCollege complete in all respect as per specification. Size 1.50 M x1.50 M. |
| 42 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. |
| 43 | (b) 200 mm (Additional 35 pipes) |
| 44 | (b) 200 mm Labour Charge |
| 45 | (d) 300mm NP-2 |
| 46 | (d) 300mm NP-2 Labour Charge |
| 47 | (e)1000mm (NP-2) (For extent width of vrb) (including Labour Charge) |
| 48 | (f) 1200mm NP3 |
| 49 | (f) 1200mm NP3 Labour charge |
| 50 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type Dam Shutter gates interchangeable consisting of sealing frame (embedded parts), skin plate of shutters, stiffeners, horizontal and vertical girders, guide, stainless steel flat, lifting hooks, clits fasteners etc., with all accessories including frame & gate complete set for Barrage/ Stop dam/ waste weir / spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, tools and tackles, seal fixing, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, including primer coating, should not be less than 350 microns., etc. complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials. |
| 51 | Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 52 | Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required. |
| 53 | Cut stone sills, slab, or lintels one face plain and edge hammer dressed including all lead and lift. |
| 54 | Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. |
| 55 | Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter. |
| 56 | Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects |
| 57 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda torequired grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 58 | Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect |
| 59 | 22 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in ONE layer with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting anchor welded wire mesh properly, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS:9012 respectively. |
| 60 | Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS16481:2022 or latest revision,6/12 mm [email protected]% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer incharge with all leads and lifts |
| 61 | Supplying stone, spall and laying rip-rap in required profile properly hand pack using stone of specified size including all lead and lifts (a)23 cm thickness (5% thickness tolerance) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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