Tender For Relining Of Karni Singh Branch Of Bhakra Canal System From Rd 0.000 To 26.181 (P-2)
Tender Value
17.21 Crore
Estimated cost
Bid Submission
05 Oct 2026
21 days left
EMD
34.42 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
Hanumangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relining Of Karni Singh Branch Of Bhakra Canal System From Rd 0.000 To 26.181 (P-2)
BOQ
| Sl. No. | Item Description |
| 1 | 10.1 Temporary compensation 10.1.1 Temporary compensation for the vacant land during one crop period (for six months). 10.1.1.1 for command area |
| 2 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) |
| 3 | Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807 |
| 4 | 10.2 Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary. 10.2.1 for command area |
| 5 | Maintenance of Road Furnitures Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications. Direction & Place Identification sign boards including painting of posts. |
| 6 | Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH : |
| 7 | 2.1 Bricks/ Tile bats of clinkers at site (350 nos. brick bats @ Rs 1500 per 1000 nos.) |
| 8 | 2.14 Supply of Synthetic Fiber 6/12 mm long. (125 gm packet) for mixing in cement plaster/ CC Lining/ CC flooring or RCC confirming to IS Specifications. |
| 9 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete |
| 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Cement mortar |
| 11 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concretee 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm |
| 12 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading II Material |
| 13 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
| 14 | Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 2 KM Katcha |
| 15 | Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 3 KM Katcha |
| 16 | 5.1.4 Cutting and burning cactus and thorny bushes and sarkanda. |
| 17 | 5.1.5 Uprooting Juli Flora /sarkanda 5.1.5.2 Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level. |
| 18 | 6.1 Earth work for sand and silt clearance of channels and berm unloading; 6.1.2 Basket work undressed with combined lead upto 50 m. |
| 19 | 6.10 Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density. |
| 20 | 6.18 Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre. |
| 21 | 6.2 Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above; 6.2.1 Kassi work undressed. |
| 22 | 6.2 Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above; 6.2.2 Earthwork undressed with combined lead upto 50m. |
| 23 | 6.21 Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) 6.21.1 In ordinary soil like sandy loam, soft clay etc. |
| 24 | 6.25.2 Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads) |
| 25 | 6.9 Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site). |
| 26 | 7.17 Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete. |
| 27 | 7.19 De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc. complete. 7.19.2 10 to 19 HP |
| 28 | 7.2 Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth. |
| 29 | 7.26 Dismantling of lining & disposing of the material with in 1/2 km lead7.26.2 double tile lining |
| 30 | 7.3 Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth. |
| 31 | 7.30 Providing & Laying 10 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 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. 7.30.1 In Bed, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver. |
| 32 | 7.30 Providing & Laying 10 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 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. 7.30.2 In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver. |
| 33 | 7.7 Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size. |
| 34 | 7.7.1 Providing & Laying in position cement concrete for Canal Dowel, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. |
| 35 | 9.1 Double Leveling Survey for fixing Bench Marks. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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