Public Administrative Department Local Bodies Closing in 2 days TDR #57080143

Tender For Providing And Laying Of 300Mm (12) I/D Sewer Pipe Line & Construction Of Machine Holes For Strengthening Of Sewerage System Near #976 To Gurudwara Sahib, Ramdarbar Colony Phase-Ii, Chandigarh (Ch. To. Capital Head: Sewerage/Stp)Approx. Amo

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
19.77 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
2 days left
EMD
39543
Bank guarantee accepted
Document Fee
1000
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 300Mm (12) I/D Sewer Pipe Line & Construction Of Machine Holes For Strengthening Of Sewerage System Near #976 To Gurudwara Sahib, Ramdarbar Colony Phase-Ii, Chandigarh (Ch. To. Capital Head: Sewerage/Stp)Approx. Amount: Rs. 19,77,173/- ; Earnest Money: Rs. 39,543/- ; Time Limit: 04 Months;

BOQ

Name of Work:- PROVIDING AND LAYING OF 300mm (12) i/d SEWER PIPE LINE & CONSTRUCTION OF MACHINE HOLES FOR STRENGTHENING OF SEWERAGE SYSTEM NEAR #976 TO GURUDWARA SAHIB, RAMDARBAR COLONY PHASE-II, CHANDIGARH (CH. To. CAPITAL HEAD: SEWERAGE/STP)Approx. Amount: Rs. 19,77,173/- ; Earnest Money: Rs. 39,543/- ; Time Limit: 04 Months;
Sl. No. Item Description
1Extra cutting through metalled road and their foundation including sorting screening and stacking at the site complete in all respects. (NSI)
2Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR No. 16.83)
3Earth 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 or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. (DSR No. 2.8.1)
4Providing Laying In Position Cement Concrete Of specified Grade Excluding Cast Of Centering And Shuttering – All work up to plinth level: 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) (DSR No. 4.1.10 A)
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand i/c manufactured sand derived from Recycled concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25%). (NSI based on DSR No. 4.1.4)
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.1.1)
712 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR No. 13.7.2)
8Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR No. 5.9.3)
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No. 5.22.6)
10Reinforced 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) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3)
11Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal diameter (DSR No. 19.19.3.1)
12Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR No. 19.16)
13Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI based on DSR No. 2.27)
14Carriage of material by mechanical transport including loading, unloading and stacking: Earth upto 2 Km. (DSR No. 1.1.2)
15Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25)
16Making plug in running sewer/SWD line to carry out the repair in safe manner including the cost of sand bags, wooden planks, ballies etc. complete in all respects to the entire satisfaction of EIC. (NSI)
17Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 300 mm diameter (DSR No. 19.1.5)
18Providing and laying cement concrete 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe (NSI based on DSR No. 19.3.5) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57080143
AUTHORITY Local Bodies
TENDER VALUE 19.77 Lakhs
LAST DATE 27-08-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Providing And Laying Of 300Mm (12) I/D Sewer Pipe Line & Construction Of Machine Holes For Strengthening Of Sewerage System Near #976 To Gurudwara Sahib, Ramdarbar Colony Phase-Ii, Chandigarh (Ch. To. Capital Head: Sewerage/Stp)Approx. Amount: Rs. 19,77,173/- ; Earnest Money: Rs. 39,543/- ; Time Limit: 04 Months;
Basic Detail
Tender No MCPH3/2026/337
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 19 Aug 2026
Submission Date 27 Aug 2026
Open Date 27 Aug 2026
Finance
Tender Value 19.77 Lakhs
Tender Fee 1000
EMD 39543
Exemption Not Available
Document List
ad3852a5-0e67-4ba3-bdc8-f881b223cc07.html
BOQ_116430.xls
Tendernotice_1 (18).pdf

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Tender Timeline

Aug 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Aug 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

ad3852a5-0e67-4ba3-bdc8-f881b223cc07.html

xls

BOQ_116430.xls

pdf

Tendernotice_1 (18).pdf

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