Drinking Water Supply and Sanitation Government Departments Closing in 9 days TDR #57612931

Tender For Estimate For cement concrete Lining Of Akash Disty From Rd 20000-28400 Including Other Allied Works.

Issued by Government Departments · Patiala, Punjab
Tender Value
2.50 Crore
Estimated cost
Bid Submission
12 Nov 2026
9 days left
EMD
5.01 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Estimate For cement concrete Lining Of Akash Disty From Rd 20000-28400 Including Other Allied Works.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 12-Oct-2026 Corrigendum3 Date 19-Oct-2026
2 08-Oct-2026 Corrigendum2 Date 12-Oct-2026
3 06-Oct-2026 Corrigendum1 Date 08-Oct-2026
4 22-Oct-2026 Corrigendum5 Date 28-Oct-2026
5 19-Oct-2026 Corrigendum4 Date 22-Oct-2026
6 28-Oct-2026 Corrigendum6 Date 12-Nov-2026

BOQ

Name of Work:- Estimate for CC lining of Akash Disty from RD 20000-28400 including other allied works.
Sl. No. Item Description
1Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs.
2Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.)
3Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions
4Dressing of Earthwork (New work or remodeling work.)
5Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
61.5 ms but upto 3.0 ms.
7Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
8Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
9Dag Belling single kassi stroke complete in all respect
10Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes
11Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Side Slopes)
12Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Coping)
13Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(For Sleepers)
14Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications.
15Filling Contraction Joint with sealing compound complete in all respect
16Filling expansion joints with special impervious hot pour 12.5 mm wide
17Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
18Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
19Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )
20Adjusting check plates of open flume outlet to correct ‘B‘ and fixing at site flush with the gullet walls :- In case of new outlets where no dismantling and reconstructing of gullet walls is involved.
21Adjusting new APM Block in correct \\"y\\" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved
22Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type.
23First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth
24Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
25Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete
26Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
27Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.40 ft= 12.2 cm (min wt 76 kg))
28Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.25 ft= 7.6 cm (min wt 68 kg))
29Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications
30Plain/Reinforced cement concrete (1:2:4) (RCC Grade M15 ) in sub-structure complete as per drawing and Technical Specifications
31(PCC Grade M-15) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump
32PlainlReinforced cement concrete (RCC Grade M-20 ) in Sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Including centring and shuttring.
33PlainlReinforced cement concrete (RCC Grade M-25 ) in sub structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump. Including centring and shuttring.
34Plain/Reinforced cement concrete (RCC Grade M 30 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m Including centring and shuttring.
35Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
36Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with approved material.ordinary soil,Manual Means,Depth upto 3 mtr
37Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
38Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
39Dismantling Reinforced Cement Concrete.
40Furnishing and Placing Reinforced cement concrete in super- structure as per drawing and Technical Specification for RCC M-40 grade for anti crash barrier, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. Including centring and shuttring.
41Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
42Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
43Basic rate of ordinary earth/Clay taken from private land Excluding royalty. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57612931
AUTHORITY Government Departments
TENDER VALUE 2.50 Crore
LAST DATE 12-11-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Estimate For cement concrete Lining Of Akash Disty From Rd 20000-28400 Including Other Allied Works.
Basic Detail
Tender No 21
Bidding Type Tender
Location
City Patiala
State Punjab
Key Dates
Publish Date 28 Oct 2026
Submission Date 12 Nov 2026
Open Date 12 Nov 2026
Finance
Tender Value 2.50 Crore
Tender Fee 2000
EMD 5.01 Lakhs
Exemption Available
Document List
BOQ_357690.xls
ffa8a9c2-1aeb-414e-8f32-c008449219a1.html
Tendernotice_1 (20).pdf

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Tender Timeline

Oct 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 19, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 12, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 08, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 28, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 22, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Completed
Nov 12, 2026
18:00 IST

Corrigendum-6 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Nov 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_357690.xls

html

ffa8a9c2-1aeb-414e-8f32-c008449219a1.html

pdf

Tendernotice_1 (20).pdf

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