Drinking Water Supply and Sanitation Government Departments Closing in 16 days TDR #56945433

Tender For Repair And Renovation Work Of Phool Talab Dant Ka Pani Near Village Setkolu Tehsil- Chhipabarod, Foot Talab Khutiya Kho,Kalpa Jageer Tehsil Chhipabarod And Khanakhedi Talab Village Khanakhedi Gp Kotrapar Tehsil Chhabra,District Baran

Issued by Government Departments · Baran, Rajasthan
Tender Value
4.95 Crore
Estimated cost
Bid Submission
31 Aug 2026
16 days left
EMD
9.91 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repair And Renovation Work Of Phool Talab Dant Ka Pani Near Village Setkolu Tehsil- Chhipabarod, Foot Talab Khutiya Kho,Kalpa Jageer Tehsil Chhipabarod And Khanakhedi Talab Village Khanakhedi Gp Kotrapar Tehsil Chhabra,District Baran

BOQ

Name of Work:- Repair and Renovation Work of Phool Talab Dant ka Pani Near Village Setkolu Tehsil- chhipabarod, Foot Talab Khutiya Kho,Kalpa Jageer Tehsil chhipabarod and khanakhedi Talab Village Khanakhedi GP kotrapar Tehsil Chhabra,District Baran
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.Ordinary
2Cutting 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
3Excavation 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
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.Soft / Disintegrated rock
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 not requiring 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.For strata Phylite & other hard rock requiring nominal blasting
7Earth 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. Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 90%,(b) With lead beyond 250 m and up to 750 m (½ Km)
8Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km
9Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
10Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
11Watering of earth including cost of carriage of water when source of water is up to 1 km
12Providing and laying in position of cement concrete nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement :3 coarse sand ) and making good the joints excluding the cost of centering shuttering and rainforcement . well graded crusher broken stone aggregate of maximum size up to (d) 20mm
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;20mm
14Nominal 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,Agg size 20mm
15Supplying of MS 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)
16Add extra labour charges for obstruction in laying and placing the reinfotced cement concrete due to reinforcement (a) In foundation raft, beams, columns, bases, stiling basin, bucket, apron etc. Non suspended horizontally laid mass concrete.)
17Side shuttering including proping etc complete (to achieve finish F2) for (C) Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joint
18Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
19Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (± 5 % thickness tolerance)
20Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction joint as per drawing complete in all respect. 305 mm wide
21Re-handing of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Earth / Soil
22Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m depth
23Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
24Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
25Supply 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.
26Filling 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.
27Add extra with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
28Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
29Extra 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.
30Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar.
31Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in :For strata Phylite & other hard rock requiring nominal blasting
32Providing 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(1cement:3coarsesand) 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 (d) 20 mm
33Providing 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)(d) 20 mm
34Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner toinner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete BlockPavements having thickness 60 mm as per drawings and as per IS15658:2006.and materials conforming to MoRTH Specification Clause602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as perIRC:SP:63-2004
35Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. Red sand stone (karauli stone )
36Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 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
37Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
38Add GST (18% ) On Total Construction Cost Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56945433
AUTHORITY Government Departments
TENDER VALUE 4.95 Crore
LAST DATE 31-08-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Repair And Renovation Work Of Phool Talab Dant Ka Pani Near Village Setkolu Tehsil- Chhipabarod, Foot Talab Khutiya Kho,Kalpa Jageer Tehsil Chhipabarod And Khanakhedi Talab Village Khanakhedi Gp Kotrapar Tehsil Chhabra,District Baran
Basic Detail
Tender No CE WR Zone Kota NIB NO-12-2026-27
Bidding Type Tender
Location
City Baran
State Rajasthan
Key Dates
Publish Date 11 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 4.95 Crore
Tender Fee 5000
EMD 9.91 Lakhs
Exemption Available
Document List
BOQ_1040800.xls
c4102287-0cd9-43d7-aef1-e18a7b762a51.html
Combindbid2.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 11, 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 · 16 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1040800.xls

html

c4102287-0cd9-43d7-aef1-e18a7b762a51.html

pdf

Combindbid2.pdf

pdf

Tendernotice_1.pdf

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