Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #56254778

Tender For Providing And Laying Of 300 Mm Dia Reinforced Cement Concrete Overflow Pipe, Construction Of Brick Underground Reservoir (Ugr), Installation Of Sewerage Submersibe Pump Set With Control Panel, Laying Of Ms Deivery Pipeline, And Procurement

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
4.10 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
0 days left
EMD
8201
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Providing And Laying Of 300 Mm Dia Reinforced Cement Concrete Overflow Pipe, Construction Of Brick Underground Reservoir (Ugr), Installation Of Sewerage Submersibe Pump Set With Control Panel, Laying Of Ms Deivery Pipeline, And Procurement Of Portable Sewage Pump For Dewatering At Under Bridge Near Punjab & Haryana High Court And Capital Complex In Sector-1, Chandigarh. (Ch. To. 2215 Non Plan).

BOQ

Name of Work:- Providing and laying of 300 mm dia RCC overflow pipe, construction of brick Underground Reservoir (UGR), installation of sewerage submersibe pump set with control panel, laying of MS deivery pipeline, and procurement of portable sewage pump for dewatering at under bridge near Punjab & Haryana high court and Capital Complex in Sector-1, Chandigarh. (Ch. To. 2215 Non Plan).
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .2.8
2All kinds of soil .2.8.1
3Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10
4All kinds of soil .2.10.1
5Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia .2.10.1.2
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .4.1
71:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1.3
81:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10
9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). .5.3
10Centering and shuttering including strutting, propping etc. and removal of form for .5.9
11Suspended floors, roofs, landings, balconies and access platform .5.9.3
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. .5.22
13Thermo-Mechanically Treated bars of grade Fe-500D or more. .5.22.6
14Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: .6.1
15Cement mortar 1:4 (1 cement : 4 coarse sand) .6.1.1
16Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required .10.25
17In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .10.25.2
1812 mm cement plaster finished with a floating coat of neat cement of mix : .13.7
191:3 (1 cement: 3 fine sand) .13.7.1
20Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : .19.6
21300 mm dia. R.C.C. pipe .19.6.4
22Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required .(E&M 2025)27.7
2350 mm .27.7.4
24Supply, Installation, Testing and Commissioning of Singe Phase Sewage Submersible Pump of capacity 2 HP / 1.5 kw,2700 RPM, Head Range 6 to 14 meter, discharge 450-100 LPM, with solid handing caacity 35 mm complete of Make crompton or equivalent. .NSR
25Manufacturing, Suppling, fixing, testing and Commissioning of Control Panel floor mounted / wall hanging made from 1.6 mm CRCA powder Coated sheet and including MCB, Contractor, Relay, ON/OFF Switches, Incicators, Ampere meter, Volt meter, Selector Switch for Auto / Manual Operation of approved make suitable for running of 2 HP/1.5 kw, Single Phase Submersible Pump. .NSR
26Providing and fixing of 2.5mm 3 core copper wire complete in all respect. .NSR
27Providing and fixing of Honda Water Pump WB20XD\\" Uncgai ka Ustad\\" is High Head Pumpset which is a robust and efficient 2\\" category water pump designed to meet the irrigaation needs of farmers especially in hilly regions. This model delivers best-in-class performance, making it an essentia tool for a variety of water management tasks complete in all respect (Portable Use) .NSR Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56254778
AUTHORITY Local Bodies
TENDER VALUE 4.10 Lakhs
LAST DATE 08-07-2026
Authority
Authority Name Chandigarh Administration Engineering Department
Work Description Tender for Providing And Laying Of 300 Mm Dia Reinforced Cement Concrete Overflow Pipe, Construction Of Brick Underground Reservoir (Ugr), Installation Of Sewerage Submersibe Pump Set With Control Panel, Laying Of Ms Deivery Pipeline, And Procurement Of Portable Sewage Pump For Dewatering At Under Bridge Near Punjab & Haryana High Court And Capital Complex In Sector-1, Chandigarh. (Ch. To. 2215 Non Plan).
Basic Detail
Tender No PH8/2026/61
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 01 Jul 2026
Submission Date 08 Jul 2026
Open Date 08 Jul 2026
Finance
Tender Value 4.10 Lakhs
Tender Fee Ref. Documents
EMD 8201
Exemption Not Available
Document List
54ed3287-da4a-4a2e-9f4d-ae88c0a009bd.html
BOQ_114813.xls
Tendernotice_1 (11).pdf

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Tender Timeline

Jul 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

54ed3287-da4a-4a2e-9f4d-ae88c0a009bd.html

xls

BOQ_114813.xls

pdf

Tendernotice_1 (11).pdf

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