Public Administrative Department Local Bodies Closing in 4 days TDR #56636468

Tender For Strengthening, Providing & Laying Of 300Mm (12) I/D, 250Mm (10) I/D & 200Mm (8) I/D S.W. Pipes, Construction Of Machine Holes For Smooth Disposal Of Sewage At Gaushala, Church, Muslim Graveyard And Cremation Ground Sector-25, Chandigarh Un

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
1.91 Crore
Estimated cost
Bid Submission
04 Aug 2026
4 days left
EMD
3.82 Lakhs
Bank guarantee accepted
Document Fee
3000
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 Strengthening, Providing & Laying Of 300Mm (12) I/D, 250Mm (10) I/D & 200Mm (8) I/D S.W. Pipes, Construction Of Machine Holes For Smooth Disposal Of Sewage At Gaushala, Church, Muslim Graveyard And Cremation Ground Sector-25, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No. 13, Chandigarh.(Ch. To Capital Head: Sewerage/Stp).Approx. Amount : Rs.1,91,41,782/-; Emd : Rs. 3,82,840/- ; Time Limit : 6 Months.

BOQ

Name of Work:- STRENGTHENING, PROVIDING & LAYING OF 300MM (12) I/D, 250MM (10) I/D & 200MM (8) I/D S.W. PIPES, CONSTRUCTION OF MACHINE HOLES FOR SMOOTH DISPOSAL OF SEWAGE AT GAUSHALA, CHURCH, MUSLIM GRAVEYARD AND CREMATION GROUND SECTOR-25, CHANDIGARH UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO. 13, CHANDIGARH.(CH. TO CAPITAL HEAD: SEWERAGE/STP).APPROX. AMOUNT : Rs.1,91,41,782/-; EMD : Rs. 3,82,840/- ; TIME LIMIT : 6 Months.
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 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 100m. All kinds of soil
2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials
3Providing, 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 :
4200 mm diameter
5250 mm diameter
6300 mm diameter
7Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
8200 mm diameter
9250 mm diameter
10Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
11300 mm diameter
12Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size )
13Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level.1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
14Brick 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)
1512 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) Complete
16Providing orange colour safely foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmX25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2mm 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.
17Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
18Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 1 5° 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)
19Steel 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.
20Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter.
21Making connection of drain or storm line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete
22For pipes 100 to 250 mm diameter
23For pipes 250 to 300 mm diameter
24Making Plug in the existing running storm line with wooden sleepers fixed with MS angle iron and GI pipe support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD.
25For pipes 100 to 250 mm diameter
26For pipes 250 to 300 mm diameter
27Plugging of running sewer lines by providing wooden sleepers fixed with M.S angle iron and G.I pipe support all other contigent material to required , to stop the flow of water removal of the same after completion of the removal of the same after completion of the work and stop the flow of sewerage in down stream side the CBDFor pipes 450mm to 900 mm Diameter
28Restoration of water supply connection coming in the allignment of sewer line including the cost of GM ferrule GI pipe not less than 1.5m including all specials of 15 mm i/d with union and making connection complete in all respect.
29Restoration of existing sewer line by plugging and laying of new line of SW upto approximate 3 m and also making in working condition by putting required, bail out water, including laying, cutting and jointing etc. complete in all respect to the entire satisfaction of EIC for House connection.
30Restoration of existing TT Water line by plugging and laying of new line of HDPE upto approximate 3 m and also making in working condition by putting required, bail out water, including laying, cutting and jointing etc. complete in all respect to the entire satisfaction of EIC for House connection.
31Restoration of main water supply pipe line coming in the allignment of SWD/Sewer line including the cost of Clamp/Crack including all specials for 3\\", 4\\", 6\\", 8\\" water supply lines complete in all respect.
32Supplying and filling in plinth with Jamuna/local fine sand under floors including, watering, ramming consolidating and dressing complete
33Filling 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. Approx 40% of total excavation as per quantity No. 1
34Carriage of material by mechanical transport including loading, unloading and stacking Complete in all respects. (3 Km) Approx 60% of total excavation as per quantity No. 1
35Dewatering of sub soil water by providing 4'' i/d PVC pipe bore including cost of strainer arrangement cost of GI pipe, PVC pipe, PVC flexible pipe cost of 1 HP motor single phase and all other arrangements for electric connection with generator complete in all respects. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56636468
AUTHORITY Local Bodies
TENDER VALUE 1.91 Crore
LAST DATE 04-08-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Strengthening, Providing & Laying Of 300Mm (12) I/D, 250Mm (10) I/D & 200Mm (8) I/D S.W. Pipes, Construction Of Machine Holes For Smooth Disposal Of Sewage At Gaushala, Church, Muslim Graveyard And Cremation Ground Sector-25, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No. 13, Chandigarh.(Ch. To Capital Head: Sewerage/Stp).Approx. Amount : Rs.1,91,41,782/-; Emd : Rs. 3,82,840/- ; Time Limit : 6 Months.
Basic Detail
Tender No 2026_MCPH1_118
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 24 Jul 2026
Submission Date 04 Aug 2026
Open Date 04 Aug 2026
Finance
Tender Value 1.91 Crore
Tender Fee 3000
EMD 3.82 Lakhs
Exemption Not Available
Document List
072c1902-3560-4185-b9ff-b42594ef91b3.html
BOQ_115599.xls
Tendernotice_1 (17).pdf

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Tender Timeline

Jul 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

072c1902-3560-4185-b9ff-b42594ef91b3.html

xls

BOQ_115599.xls

pdf

Tendernotice_1 (17).pdf

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