Drinking Water Supply and Sanitation Government Departments Closing in 11 days TDR #57861419

Tender For Construction Of Kamlakudi Anicut On Hamardot Nallah At Khuntgarh And Kaniyakudi Anicut Village Gp Samali Pathar Tehsil Dhamotar District Pratapgarh

Issued by Government Departments · Pratapgarh, Rajasthan
Tender Value
6.60 Crore
Estimated cost
Bid Submission
29 Oct 2026
11 days left
EMD
13.22 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Kamlakudi Anicut On Hamardot Nallah At Khuntgarh And Kaniyakudi Anicut Village Gp Samali Pathar Tehsil Dhamotar District Pratapgarh

BOQ

Name of Work:- Construction of Kamlakudi Anicut on Hamardot Nallah at Khuntgarh and Kaniyakudi Anicut Village GP Samali Pathar Tehsil Dhamotar District Pratapgarh
Sl. No. Item Description
1Cutting & 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
2Supplying 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)
3Providing 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
4Providing 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
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. 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.
6Providing and Laying in position of Cement concrete Design mix M-20 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 400 kg/ cum of concrete) 20 mm
7Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
8Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
9Excavation 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 Soft/Loose soil
10Excavation 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
11Excavation 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 soil mixed with Kankar / boulders, Morrum
12Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
13Excavation 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 / Disintegrated rock
14Extra 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.
15Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.
16Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth
17Providing and Laying in position of Cement concrete Design mix M-15 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 320 kg/ cum of concrete) 20 mm
18Providing, 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. 600mm NP3
19Side shuttering including propping etc. complete (to achieve finish F 2 for :Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.
20Extra 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)
21Providing, 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. 600mm Labour Charges only
22Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 40 mm,
23Add extra over item No. 1 c , 1d, 2 and 3 for centering and shutterring for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
24Supply and fixing of sluice/regulator gates for canal using MS plates, channels, tees, angles, girders etc. of given size and design having suitable brass/gunmetal lining, rubber seals etc. and desired rod length, capstan head, clamps keys, hoisting plateform, ladders, supports, etc. complete (excluding civil works) including painting with zinc rich primer& epoxy paint & delivery at site.
25Labour charges for fixing sluice gate including rod clamps and headposts etc.complete for new and old tanks.Gate size up to 1 sqm (a)Gate size up to 1 sqm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57861419
AUTHORITY Government Departments
TENDER VALUE 6.60 Crore
LAST DATE 29-10-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Construction Of Kamlakudi Anicut On Hamardot Nallah At Khuntgarh And Kaniyakudi Anicut Village Gp Samali Pathar Tehsil Dhamotar District Pratapgarh
Basic Detail
Tender No CE ENIB 06 of 2026-27
Bidding Type Tender
Location
City Pratapgarh
State Rajasthan
Key Dates
Publish Date 05 Oct 2026
Submission Date 29 Oct 2026
Open Date 30 Oct 2026
Finance
Tender Value 6.60 Crore
Tender Fee 10000
EMD 13.22 Lakhs
Exemption Available
Document List
950943b2-b02d-484e-8f77-9a9f70c75902.html
BOQ87193.pdf
BOQ_1067835.xls
FBKanyakudikamlakudi.pdf
TBKanyakudikamlakudi.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Oct 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

Download All (ZIP) ↓
html

950943b2-b02d-484e-8f77-9a9f70c75902.html

pdf

BOQ87193.pdf

xls

BOQ_1067835.xls

pdf

FBKanyakudikamlakudi.pdf

pdf

TBKanyakudikamlakudi.pdf

pdf

Tendernotice_1.pdf

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