Drinking Water Supply and Sanitation Government Departments Closing in 12 days TDR #57564376

Tender For Estimate For Concrete Lining Of Roomi Minor From Rd 0-16000.

Issued by Government Departments · Moga, Punjab
Tender Value
1.09 Crore
Estimated cost
Bid Submission
01 Oct 2026
12 days left
EMD
2.18 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Estimate For Concrete Lining Of Roomi Minor From Rd 0-16000.

BOQ

Name of Work:- ESTIMATE FOR CONCRETE LINING OF ROOMI MINOR FROM RD 0-16000.
Sl. No. Item Description
1Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs
2Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
3Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations inlcuding all lifts and leads, excluding royality.
4Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
5Dressing of Earthwork for new work or remodeling work.
6Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
7Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 a lead of 30 metres.
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 per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.
11Cement concrete lining 75mm thick or less (for 60 mm)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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
12Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
13Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
14Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
15Filling Contraction Joint with sealing compound complete in all respect
16Filling expansion joint with Sealing Compound. complete in all respect
17Extra bitumen painting at 0.69 Kg. per Sqm.
18Providing & laying 250 mm wide Polythene 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 ) With ‘H‘ 0.5 m to 0.9 m.
20Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With ‘H‘ 0.5 m to 0.9 m.
21Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. With ‘H‘ 0.5 m to 0.9 m.
22Extra labour for dressing of bricks for outlet With ‘H‘ 0.5 m to 0.9 m.
23Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved.
24Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
25First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
26Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
27Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.
28Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
29Any other Item Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57564376
AUTHORITY Government Departments
TENDER VALUE 1.09 Crore
LAST DATE 01-10-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Estimate For Concrete Lining Of Roomi Minor From Rd 0-16000.
Basic Detail
Tender No ESTIMATE FOR CONCRETE LINING OF ROOMI MINOR FROM RD 0-16000.
Bidding Type Tender
Location
City Moga
State Punjab
Key Dates
Publish Date 17 Sep 2026
Submission Date 01 Oct 2026
Open Date 01 Oct 2026
Finance
Tender Value 1.09 Crore
Tender Fee 2000
EMD 2.18 Lakhs
Exemption Available
Document List
BOQ_357374.xls
cf15e392-9e7b-4db5-9cb8-725319e6d592.html
Tendernotice_1 (20).pdf
Tendernotice_2.pdf

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Tender Timeline

Sep 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Oct 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_357374.xls

html

cf15e392-9e7b-4db5-9cb8-725319e6d592.html

pdf

Tendernotice_1 (20).pdf

pdf

Tendernotice_2.pdf

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