Tender For Relining Of Z Disty. System Of Gang Canal System From Rd 0.000 To Rd 69.930.
Tender Value
19.89 Crore
Estimated cost
Bid Submission
31 Aug 2026
31 days left
EMD
39.80 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
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relining Of Z Disty. System Of Gang Canal System From Rd 0.000 To Rd 69.930.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre |
| 2 | 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 |
| 3 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRTH Specification Clause 801 English and Roman |
| 4 | 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 Ordinary Kilometer Stone (Precast) |
| 5 | 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 |
| 6 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 801 800 mm x 600 mm rectangular |
| 7 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 8 | 11.11 Supply of fiberglass reinforced plastic (FRP) Gauge plate for accurate measurement of water level, moulded and sandwiched with MS strip both side finish, front side engraved and moulded computerized marking of bands and figures covered in radium, eye pleasent colour combination, laminated with high abrasion grade polyurethene, provision of MS pressed channel for gauge plate more than60 cm width etc.. 11.11.1 10cm wide |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 10 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:3 cement mortar |
| 11 | 11.6 Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block. |
| 12 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C grade M 20 For design mix RCC M 20 |
| 13 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 |
| 14 | Pointing with cement mortar (1:3) on brickwork in parapet as per MoRTH specifications Clauses 1312.3 |
| 15 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per MoRTH specifications Clauses 1312.4 |
| 16 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 17 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 1500 |
| 18 | 2.1 Bricks/ Tile bats of clinkers at site (350 nos. brick bats @ Rs 1500 per 1000 nos.) |
| 19 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15 |
| 20 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20 |
| 21 | 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 Reinforced Cement Concrete |
| 22 | 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 |
| 23 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. |
| 24 | Demolishing cement concretee manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 25 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 26 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. |
| 27 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 28 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 29 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 30 | Add extra over item of brick work with class designation 100 in substitution of class designation 75 : Quantity in Cum. |
| 31 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes. |
| 32 | 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 |
| 33 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 34 | P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete |
| 35 | Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing and fixing 20mm thick compressible fibre board in expansion joint complete. |
| 36 | Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 |
| 37 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 38 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 39 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia |
| 40 | 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-III Material |
| 41 | 5.1.4 Cutting and burning cactus and thorny bushes and sarkanda. |
| 42 | 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. |
| 43 | 6.17 Ramming of earthwork in layers by wooden or iron rammers as per specifications to attain a density 90% of Maximum Dry Density. |
| 44 | 6.18 Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre. |
| 45 | 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. |
| 46 | 6.25.1 Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. |
| 47 | 6.26 Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. 6.26.1 For FSD upto 1 m. |
| 48 | 6.26 Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. 6.26.2 For FSD more than 1 m. upto 2 m. |
| 49 | 6.3 Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; 6.3.1 Kassi work undressed. |
| 50 | 6.3 Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; 6.3.2 Earthwork undressed with combined lead upto 50m. |
| 51 | 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. |
| 52 | 7.18 Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining. |
| 53 | 7.27 Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 7.27.1 In Bed including dressing of bed, Pummping charges of water to lining heading from source and curing upto 28 days. |
| 54 | 7.27 Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 7.27.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days. |
| 55 | 7.31 Providing & Laying 7.50 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. 7.31.1 In Bed, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver. |
| 56 | 7.31 Providing & Laying 7.50 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. 7.31.2 In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver. |
| 57 | 7.32 Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water/ air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface. |
| 58 | 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. |
| 59 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 31 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 32 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender