Drinking Water Supply and Sanitation Government Departments Closing in 7 days TDR #57326506

Tender For Repair And Restoration Work Of Jawai Canal System Tehsil Sumerpur, District Pali

Issued by Government Departments · Pali, Rajasthan
Tender Value
20.98 Crore
Estimated cost
Bid Submission
05 Oct 2026
7 days left
EMD
41.96 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pali → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repair And Restoration Work Of Jawai Canal System Tehsil Sumerpur, District Pali

BOQ

Name of Work:- Repair and Restoration work of Jawai Canal System Tehsil Sumerpur, District Pali
Sl. No. Item Description
1Civil Work
2Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 420 kg/ cum of concrete) 20 mm
3Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste material outside adits in specified location as directed etc., complete with all leads and lifts.
4Repair of existing service road including jungle clearance, filling cuts, depression and dressing etc. complete. In plain area
522 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in ONE layer with anchors / clamps. After racking the joints clean the surface thoroughly by wet sand blasting anchor welded wire mesh properly, apply 22 mm thick cement concrete complete in all respect 5 mt height from ground level. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively.
6Cement 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
7Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal side of thickness. 10 cm Add extra over item no 16 to 19 for lining done by paver as per specifications complete
8Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for Bed
9Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts
10Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
11Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for Side slopes
12Providing 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 : 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
13Providing 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
14Cement 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 and curing etc. complete for canal side lining of thickness. 7.5 cm
15Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Add extra for superstructure brick masonry on item no 10
16Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing
17Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick.
18Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
19Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
20Providing 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 40 mm
21Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
22Earth 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 98% 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. With lead beyond 1250 m and up to 1750 m (for average lead 1.5 Km) Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achived is at least 90%
23Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.
24Random 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 Add extra over item no. 1 to 7 for Masonry work in superstructure
25Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
26Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. 10 cm Add extra over item no 16 to 19 for lining done by paver as per specifications complete
27Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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
28Distance 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.
29R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (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 all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar
30Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.
31Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
32Providing 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
33Supplying, laying & spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete.
34Supply of fibreglass reinforced plastic (FRP) Gauge plate for accurate measurement of water level, moulded and sandwiched with MS strip both side finish, front side engraved and molded computerized marking of bands and figures covered in radium, eye pleasent colour combination, laminated with high abrasioj grade polyurethane , provision of MS pressed channel for gauge plate more than 60 cm width etc., complete as directed. 15 cm wide
35Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
36Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over30 cms to 45 cms. girth
37Excavation 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 all respect Hard / dense soil
38120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concretee 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.
39Random 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
40Making new service road 4 to 5 m width including jungle clearance, cutting of trees upto 10 cms dia, cutting of humps upto 30 cms, height and filling local depressions, making of ramps on Nallah crossing etc. In plain area
41Providing 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
42Coursed stone masonry (using C.R. stone for face work duly hammer dressed on beds and all sides, the bed joints and faces chisel dressed for at least 8 cm back from face and at least 4 cm from sides, height not less than 25 cm and weighing not less than 50 kg, 50 % stones to have depth more than 45 cm and tail area not less than half the face area) for foundation (up to 0.5 m thickness) including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4
43Design, 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.
44Watering of earth including cost of carriage of water when source of water is up to 3 Km
45Painting standard type gauge with black, red and white un-washable paints including cost of material
46Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles and 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 upto 1.5 m with proper dressing on canal bed complete in all respect For 5 to 15 cms depth, having Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles and 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 upto 1.5 m with proper dressing on canal bed complete in all respect For 5 to 15 cms depth, having Lined section
47Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
48P & F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absorption less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600mm
49Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sand mortar 1:3
50Supplying of M.S. reionforcement 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)
51Water Bound Macadam Sub-base/base with Stone Screening 1) WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. (B) By Mechanical Means
52Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board/SILFLEX (Capcel HD 100) confirming manufactures specifications , dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C with pve sleeve as per IRC 58 (1988) including required steel bar (16 mm dia.) chairs, making holes in board, placing whole assembly in groove including cost of sealing compound.
53Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia. of wire 0.63 mm
54Supply of water seal musical hollow knot type for canal gate having size 125x12x45 mm as per IS 11855 specification.
55Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness (a) 10 cm (For dismantling poor quality or weathered; weak end work the rates will be reduced by 30%)
56Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR Medium point (up to 6 mtr.)
57Fixing charges of new water seal including punching hole and nut bolt complete in all respect
58Providing & Fixing of 1200 mm sweep BLDC technology power saving ceiling fan which can withstand on votage fluctuations from 140 volts to 240 volts ,power factor not less then 0.9 , service value (CMM/W) minimun 6.85 , air delivery minimun 220 CMM, speed minimum 330 RPM ( tolerance as per IS:374 2019 ) THD less then 10% and complete with down rod of 15 mm dia. ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe up to 80 cm , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
59Removing of old water seal from canal gate, including cutting of existing nut bolts etc. complete in all respect
60Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 120 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
61Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR Short point (up to 3 mtr.)
62Supply of Sign Board size 120x75 made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class ) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint
63Supply of water seal Flat type for canal gate having size 100x12 mm as per IS 11855 specification
64Providing & Fixing of 16 amp. Combined flush type non modular socket and switch set with indicator and fuse set as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
65Supply and fixing of Under driven worm type gear box single reduction , right angle twin output shaft for vertical lifting arrangement of canal gate CI grade 220 compatible to exiting system
66Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR Long point (up to 10 mtr.)
67Sand blasting of new steel surface. confirming to IS 1477 class B
68Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
69\\"Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness (b) 7.5cm (For dismantling poor quality or weathered; weak end work the rates will be reduced by 30%).\\"
70Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)
71P & F ISI marked (IS :3854) 16 amp. flush type non modular switch CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
72Granular Sub-base with Well Graded Material (Table 400-1) (iii) For Grading III Material (A) 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.
73Painting of canal gate with 2-pack Zinc chromate/phosphate primer in two coats. The dry thickness of each coat should be 35 microns and total thickness should not be less than 70 microns. And Painting of 2-pack epoxy paint in three coats of approved colour as per Engineer in-charge. confirming to IS 104
74Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004
75Providing and filling joint sealing compound in CC Pavement/Structures as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight
76\\"Labor charges for removing existing vertical lift canal gate and lowering of new / existing gate having weight 1 to 3 MT including ,greasing ,oiling, cutting of accessories as per direction of engineer in charge as per specification and drawing of the department excluding the cost of rollers\\"
77P & F ISI marked (IS:3854) 6 amp. flush type non modular switch with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR
78Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (B) In cement mortar (For dismantling poor quality or weathered; weak end work the rates will be reduced by 30%)
79labour charge for fixing roller and welding of lock plates, minor repair of gates for making roller in alignment including drilling new hole of appropriate size Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57326506
AUTHORITY Government Departments
TENDER VALUE 20.98 Crore
LAST DATE 05-10-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Repair And Restoration Work Of Jawai Canal System Tehsil Sumerpur, District Pali
Basic Detail
Tender No CE/WRD/JDPR/03/2026-27
Bidding Type Tender
Location
City Pali
State Rajasthan
Key Dates
Publish Date 03 Sep 2026
Submission Date 05 Oct 2026
Open Date 06 Oct 2026
Finance
Tender Value 20.98 Crore
Tender Fee 10000
EMD 41.96 Lakhs
Exemption Available
Document List
32f5f90d-56ca-4aa3-8167-5ecfb9f79d5a.html
BOQ_1054384.xls
Finaljawaibid.pdf
Tendernotice_1 (70).pdf

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Tender Timeline

Sep 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

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