Tender For Renovation Work Of Hatipatta Talab, Rasulpura, Barwala Talab Bagsuri, Laxmipura, Kalyanipura, Parmanand Sagar Jaswantpura, Rambadi, Chotta And Bada Talab Jharwasa, Gopalsagar Sagar Rajgarh , Tehsil- Nasriabad, Ditt- Ajmer Under Cm Budget A
Tender Value
10.91 Crore
Estimated cost
Bid Submission
07 Sep 2026
23 days left
EMD
21.82 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
Ajmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Work Of Hatipatta Talab, Rasulpura, Barwala Talab Bagsuri, Laxmipura, Kalyanipura, Parmanand Sagar Jaswantpura, Rambadi, Chotta And Bada Talab Jharwasa, Gopalsagar Sagar Rajgarh , Tehsil- Nasriabad, Ditt- Ajmer Under Cm Budget Announcement 2026-27
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 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 15 cms to 30 cms. Girth 7.5 cm to 15 cms girth |
| 3 | Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed upto 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 incharge with initial lead of 50m.and lift upto 1.5m with proper dressing on canal bed complete in all respect (c) For depth above 30cm. |
| 4 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.50 cm.(poor quality) |
| 5 | 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.(poor quality) |
| 6 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required in cement mortar.(poor quality) |
| 7 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m including dressing of excavated area, dewatering wherever required complete in all respect Hard /dense soil |
| 8 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m including dressing of excavated area, dewatering wherever required complete in all respect (C)Hard soil mixed with Kankar / boulders, Morrum |
| 9 | 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 (a) Bed |
| 10 | 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 : 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 |
| 11 | 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. In cement sand mortar 1:6 |
| 12 | 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 all leads of all construction materials including curing etc. complete.In cement sand mortar 1:6 In SuperStructure |
| 13 | Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above160 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, (a) Max size of Aggregate 20 mm, |
| 14 | 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 |
| 15 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 |
| 16 | Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream |
| 17 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials , of thickness: 20 mm |
| 18 | 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 |
| 19 | 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. |
| 20 | 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. |
| 21 | Benching base and depositing the excavated material including dressing etc. complete with in initial lead up to 50m and lift upto 1.50m. |
| 22 | Ploughing and picking of surface of old embankment |
| 23 | 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 95 % 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.Extra charges for lead beyond 250m and upto 750m (for average ½ km) |
| 24 | Re-handling of excavated material including loading unloading and dressing withinninitial 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 Earth/soil Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and unloading wherever required with cost of dewatering wherever required complete in all respect not exceeding 20 cm. Beyond initial lead of 50 m & upto 250m |
| 25 | 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 95% of Standard Proctor's density |
| 26 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 27 | Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted. |
| 28 | 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. |
| 29 | Supplying, Laying & consolidation of quarry rubbish to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete |
| 30 | Supply stones,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) |
| 31 | Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface |
| 32 | Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m. depth |
| 33 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 34 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. In sluice platform for joint (inclu. Making L) |
| 35 | Supplying of M.S. reinforcement 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. Tor or ribbed bars (IS :1786-1985) |
| 36 | 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. |
| 37 | 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. (a) NP3 1200mm |
| 38 | 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. (b) Labour Charges |
| 39 | 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.7.5 cm |
| 40 | Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km |
| 41 | Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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