Tender For Renovation Of Canal Of Kejad Dam & Diversion Of Mansoon Surplus Water To (Pander Talab) Salumber Through Canal No.4(Phase 1St) P.S. - Sarada, District Salumber
Tender Value
4.24 Crore
Estimated cost
Bid Submission
31 Aug 2026
18 days left
EMD
8.49 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
Udaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Canal Of Kejad Dam & Diversion Of Mansoon Surplus Water To (Pander Talab) Salumber Through Canal No.4(Phase 1St) P.S. - Sarada, District Salumber
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 conditionsincluding 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 and dewatering wherever required complete in. 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 / disintegreted 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 | Removal of silt/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 up to 1.5 m with proper dressing on canal bed complete in all respect .For 5 to 15 cm depth, having lined section |
| 8 | Removal of silt/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 up to 1.5 m with proper dressing on canal bed complete in all respect. For depth above 15 but up to 30 cm , having lined section |
| 9 | 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) |
| 10 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.5 Cm |
| 11 | Demolishing stone rubble masonry including stacking of useable material and disposal of unusable material within 50 meters lead inclusive of de-watering wherever required. (poor quality) |
| 12 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, smallboulders and kankar & murrum for bed |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 1:5 |
| 16 | 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 Superstructure including curing with all leads of all construction materials including curing etc.complete.in cement and mortar (1:5) (a) Masonary work in superstructure |
| 17 | Plaster in cement sand mortar (1:3) including racking of joints, smooth finishing and 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 up to 20 mm, including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm |
| 19 | Design, Drawing, fabrication, supply, erection, testing and commissioning ofAdequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate position indicator, plumber block, couplings with allrequired accessories for operating Head/cross/ escape regulator gateincluding cost of all materials, machinery, labour, tools and tackeles, cutting,aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying twocoats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding,transportation charges for structural steel components and other materials. |
| 20 | 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.Labour Charges 150MM NP-3 |
| 21 | Providing and laying in position of Cement concrete nominal mix (1: 3 :6) including leads of all construction materials,curing,compaction and finishing with randering 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 up to 40 mm |
| 22 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing |
| 23 | 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. |
| 24 | 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 cemtering,shuttering and reinforcement . well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 25 | Preparation of foundation of structure including removal of all loose stones,silt and final washing By manual labour |
| 26 | 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) |
| 27 | 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. |
| 28 | 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. 900MM including labour charge. |
| 29 | Add GST (18%) on total Construction Cost |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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