Drinking Water Supply and Sanitation Government Departments Closing in 18 days TDR #56940097

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

Issued by Government Departments · Udaipur, Rajasthan
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

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

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

Name of Work:- 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
Sl. No. Item Description
1Cutting & 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
2Excavation 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
3Excavation 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
4Excavation 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
5Excavation 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
6Excavation 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
7Removal 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
8Removal 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
9Dismantling 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)
10Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.5 Cm
11Demolishing 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)
12Preparation 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
13Cement 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
14Providing 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
15Random 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
16Random 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
17Plaster 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
18Providing 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
19Design, 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.
20Providing, 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
21Providing 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
22Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing
23Side 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.
24Providing 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
25Preparation of foundation of structure including removal of all loose stones,silt and final washing By manual labour
26Supplying 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)
27Extra 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.
28Providing, 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.
29Add GST (18%) on total Construction Cost

AI Tender Summary

OUR REF NO 56940097
AUTHORITY Government Departments
TENDER VALUE 4.24 Crore
LAST DATE 31-08-2026
Authority
Authority Name Water Resources Department
Work 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
Basic Detail
Tender No ACE/11/2026-27
Bidding Type Tender
Location
City Udaipur
State Rajasthan
Key Dates
Publish Date 10 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 4.24 Crore
Tender Fee 5000
EMD 8.49 Lakhs
Exemption Available
Document List
08b1d434-2687-4aa4-832b-3cba8ec170e3.html
BOQ_1040209.xls
Tendernotice_1 (35).pdf
Tendernotice_2 (5).pdf
Tendernotice_3 (2).pdf

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Tender Timeline

Aug 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

Tender Documents

Download All (ZIP) ↓
html

08b1d434-2687-4aa4-832b-3cba8ec170e3.html

xls

BOQ_1040209.xls

pdf

Tendernotice_1 (35).pdf

pdf

Tendernotice_2 (5).pdf

pdf

Tendernotice_3 (2).pdf

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