Tender For Renovation Repair And Modernization Of Kolayat Lift Canal System
Tender Value
49.50 Crore
Estimated cost
Bid Submission
07 Aug 2026
16 days left
EMD
99 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
Bikaner → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Repair And Modernization Of Kolayat Lift Canal System
BOQ
| Sl. No. | Item Description |
| 1 | Silt Clearance/removal of blown sand,undressed with combined lead up to 50m from lined canal section a. For FSD upto 1 m.CARRIAGE OF MATERIALSEXCLUDING LOADING, UNLOADINGAND STACKING (Rate in Rs.) Earth upto1/2 km |
| 2 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of form work for foundation in basement rafts beam, bases of columns etc up to plinth level including material. |
| 3 | LDPE film 250 micron as per IS specification |
| 4 | Cement concrete for sleeper cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit(graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding ,form work, dressing, excavation of earth, laying tar paper , finishing, refilling of earth in the sides of sleeper, curing etc. as per specifications complete in all respect including cost of tar paper.In side slopeSize 75 x 150 mm |
| 5 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layerswith Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator atOMC, and compacting with smooth wheel roller to achieve the desired density, complete as perMoRTH Specification Clause 401. For Bikaner For Grading III Material |
| 6 | Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor) |
| 7 | Gravel work.Gravel (in loose form in non cohesive binding material) work in excavation withuse of pick axe, undressed with combined lead up to 50 M with percentage of gravel or kankar.More than 40% to 60% |
| 8 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combinedlead up to 200 mtrsCompaction of earthwork Extra for laying earth in 15 to 20 cm layers, watering, dressing butexcluding cost of Rolling. |
| 9 | Providing and fabricating steel reinforcement for R.C.C. work including straightening, cuttingbending, placing in position and bindings complete including cost of binding wire in foundation andsuper structure 4.5 mtr. height above plinth level. Hot rolled deformed (IS 1139) cold twisted (IS :1786) bars. |
| 10 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 50 mtrs Extra for additional lead beyond 350 m up to 400 in ordinary soil. |
| 11 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 50 mtrs Extra for additional lead beyond 300 m up to 350 in ordinary soil.\\" |
| 12 | Silt Clearance/removal of blown sand, undressed with combined lead up to 50 m from lined canal section For FSD up to 1 m. |
| 13 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 50 mtrs Extra for additional lead beyond 250 m up to 300 in ordinary soil.\\" |
| 14 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 50 mtrs Extra for additional lead beyond 200 m up to 250 in ordinary soil.\\" |
| 15 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead upto 200 mtrs |
| 16 | Bajari, stone aggregate below 40 mm nominal size, brick/cinder aggregate 1/2km |
| 17 | Dismantling of RCC work with care and sorting out of steel bars and disposal of unusefulmaterial within a lead of 50 M. |
| 18 | Dismantling cement concrete lining including disposal of material within 50 m lead inclusiveof dewatering wherever require of thickness 7.5 cm |
| 19 | Boundary stone or bench mark stone or survey stone size 15×15×75 cm well dressed. |
| 20 | Cement plaster with cement sand mortar (1:5) including racking of joints, smooth finishingand curing etc.complete including all leads of all construction materials of thickness. 12 mm thick in 1 coats. |
| 21 | Brick masonary in foundation and plinth with brick designation 75 In cement sandmortar 1:5 Add extra over item no. 6 For using brick class designation 100 instead of class designation 75 |
| 22 | P/L in position specified grade of reinforced cement concrete including curing, compaction,finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints, excluding cost of shuttering, centring and reinforcement. All work up to plinth level.REINFORCED CAST IN SITU CONCRETEM-20 grade mix 1:1½:3 ( 1 Cement :1 Coarse sand : 2 graded stone aggregate 20 mm nominalsand size) |
| 23 | Providing and laying cement concreting including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation and plinth, excluding cost of shuttering using. CEMENT CONCRETE (CAST –IN- SITU)M-10 grade mix 1:3:6 (1cement : coarse sand : 6 graded stone aggregate) |
| 24 | Providing & Laying Cement Concrete Lining 7.50 Cms. thick cast in situ 1:2:4 (1cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer.7.14.2.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummpingcharges of water to lining heading from source and curing upto 28 days. |
| 25 | Centering & shuttering with plywood or steel sheet including strutting, propping, bracing bothways with wooden members and removal of form work for superstructure up to 4.5 mtr. height above plinth level including material Suspended floors, roofs, landings, staircases, landing, balconies, girders, cantilevers, bands, coping , bed plates, anchor blocks, sills, chajjas etc. |
| 26 | GST @ 18% (CGST @9%+RGST @9%) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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