Drinking Water Supply and Sanitation Government Departments Closing in 20 days TDR #56940414

Tender For Repair And Renovation Of Madan Sarovar Dhanwa Dam And Canals ,Tehsil- Sarwar Distt-Ajmer

Issued by Government Departments · Ajmer, Rajasthan
Tender Value
7.77 Crore
Estimated cost
Bid Submission
02 Sep 2026
20 days left
EMD
15.55 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repair And Renovation Of Madan Sarovar Dhanwa Dam And Canals ,Tehsil- Sarwar Distt-Ajmer

BOQ

Name of Work:- Repair and Renovation of Madan Sarovar Dhanwa dam and Canals ,Tehsil- Sarwar Distt-Ajmer
Sl. No. Item Description
1Cutting & clearance of jungle, bushes, shrubs, Ankra, ipomea Julieflora typna etc. on canals & bunds in dry / moist / slushy condition including disposal as per instruction of the Engineer In-charge .Cost of wood has been deducted from rates and will be property of contractor after cutting (Thick)
2Dismantling cement concrete lining including disposal of material within 50m lead, inclusive of de-watering wherever required of thickness
3Earth 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 90% 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. (Add extra for each subsequent lead of 500 m or part there of beyond 0.5 Km and upto 5Km) for (750 to 2250 m lead)
4Compaction of earth or highly weathered strata. By mechanical equipment such as sheep foot roller/pneumatic tyred roller to obtain dry density of at least 90% of Standard proctor’s density.
5Watering of earth inculding cost of carriage of water when source of water is up to 1 km
6Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.
7Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Hard / dense soil
8Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Hard soil mixed with kankar/ boulders, Morrum
9Providing 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 40mm
10Providing 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 20mm
11Providing 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 mortar1:3(1cement:3coarsesand) and making good the joints excluding thecost of centering, shuttering and reinforcement.Well graded crusher broken stone aggregate of maximum size upto;20 mm
12Random 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.1:6
13Random 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.1:6 Add extra over item no 1 to 7 for Masonary work in superstructure
14Providing and Laying Cement concrete coping in (1 : 2 : 4) with maximum size of crusher broken aggregate up to 20mm inluding shuttering etc. with all leads of materials complete in all respect of thickness of 75 mm
15Plaster in cement sand mortar 1: 4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials complete ; of thickness 20 mm
16Providing 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; 20mm
17Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. (b) in Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
18Supply 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)
19Side shuttering including propping etc.complete(to achieve finish F2 for: for : Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc.
20Side shuttering including propping etc.complete(to achieve finish F2 for:Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.
21Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
22Preparation 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
23Preparation 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 Sides
24Providing 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.7.5 cm
25Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading & transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications.
26Providing and laying double tile canal lining with mechanically vibrated 300x150x50mm PCCblocks made from concrete mix1:2:4 ,A20 including all leads and lifts of material,curing ,stacking, loading, unloading & transportation of blocks from manufacturing site to lining site. First layer of 50mm thick PCC tile to be laid in 6mm thick jointing cement mortar(1:5) and side jointing cement mortar 1:3 over 10mm thick cement mortar(1:6).Second layer of PCC blocks is to be laid in CM1:3 over 16mm sandwitch plaster inCM(1:4) and over that 6mm thick cement jointing mortar1:3 (Bottom&side) including curing,all leads of all construction materials complete as per specifications
27Filling 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. @3m c/c
28Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm thickness (± 5 % thickness tolerance)
29Dismantling of masonry with care inclusive of de-watering wherever required
30Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
31Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
32Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56940414
AUTHORITY Government Departments
TENDER VALUE 7.77 Crore
LAST DATE 02-09-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Repair And Renovation Of Madan Sarovar Dhanwa Dam And Canals ,Tehsil- Sarwar Distt-Ajmer
Basic Detail
Tender No ACE NIT 07/2026-27_madan Sarovar
Bidding Type Tender
Location
City Ajmer
State Rajasthan
Key Dates
Publish Date 11 Aug 2026
Submission Date 02 Sep 2026
Open Date 03 Sep 2026
Finance
Tender Value 7.77 Crore
Tender Fee 10000
EMD 15.55 Lakhs
Exemption Available
Document List
1997fced-4d07-48c6-9320-43db2d459deb.html
BOQ_1038817.xls
MadanSarovarBiddcoument.pdf
Tendernotice_1 (35).pdf

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Tender Timeline

Aug 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Sep 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
html

1997fced-4d07-48c6-9320-43db2d459deb.html

xls

BOQ_1038817.xls

pdf

MadanSarovarBiddcoument.pdf

pdf

Tendernotice_1 (35).pdf

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