Public Administrative Department Local Bodies Closing in 3 days TDR #56857908

Tender For Strengthening Of Existing Swd System By Providing Additional 24/36/48 I/D Reinforced Cement Concrete Np-2 & Construction Of Machine Holes For Smooth Disposal Of Rain Water Near Colony No. 1 & 2 At Khuda Lahora, Chandigarh Under The Jurisdi

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
44.69 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
3 days left
EMD
89387
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 Of Existing Swd System By Providing Additional 24/36/48 I/D Reinforced Cement Concrete Np-2 & Construction Of Machine Holes For Smooth Disposal Of Rain Water Near Colony No. 1 & 2 At Khuda Lahora, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No. 18, Chandigarh Amount: Rs. 44,69,372/- ; Earnest Money: Rs. 89,387/- ; Time Limit: 03 Months;

BOQ

Name of Work:- STRENGTHENING OF EXISTING SWD SYSTEM BY PROVIDING ADDITIONAL 24/36/48 I/D RCC NP-2 & CONSTRUCTION OF MACHINE HOLES FOR SMOOTH DISPOSAL OF RAIN WATER NEAR COLONY NO. 1 & 2 AT KHUDA LAHORA, CHANDIGARH UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO. 18, CHANDIGARH Amount: Rs. 44,69,372/- ; Earnest Money: Rs. 89,387/- ; Time Limit: 03 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 on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR No. 2.8.1)
2Excavation as per item no. 2.8.1 and extra for every additional lift of 1.50m or part therefore in excavation / banking excavated or stacked materials. (DSR No. 2.8.1+2.26.1)
3Excavation as per item no. 2.8.1 and extra for every additional lift of 1.50m or part therefore in excavation / banking excavated or stacked materials. (DSR No. 2.8.1+2.26.1)
4Carriage of material by mechanical transport including loading, unloading and stacking Earth Approx 40% above of item DSR lead up to 2 km Complete in all respect (DSR No. 1.1.2)
5Providing and laying in position cement concrete of specified grade excluding the cost 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)
6Providing 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 : (DSR No. 19.6)
7for 48\\" i/d pipe line (DSR No. 19.6.13)
8for 36\\" i/d pipe line (DSR No. 19.6.10)
9for 24\\" i/d pipe line (DSR No. 19.6.7)
10for 18\\" i/d pipe line (DSR No. 19.6.5)
11for 12\\" i/d pipe line (DSR No. 19.6.4)
12Brick work with F.P.S. bricks class designation 75 in foundation and plinth in Cement mortar 1:6 (1Cement: 6 coarse sand). (DSR No. 6.1.1)
13Providing 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%). (DSR No. 4.1.4)
1412 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 Cement : 4 fine sand) (DSR No. 13.7.2)
15Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. as per DSR (DSR No. 5.9.3)
16Reinforcement for RCC work including straightening cutting bending and binding the TMT bars as per DSR (DSR No. 5.22.6)
17Reinforced 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). (DSR No. 5.3)
18Providing and Fixing in position pre cast RCC MH cover and frame of required shape and size of approved quality HD- 20 circular 560mm i/d as per DSR complete in all respect (DSR No. 19.19.3.1)
19Providing and Fixing of pre-cast RCC M-20 HD Road Gully cover and frames in 1:2 cement sent mortar on the top of brick masonry chamber complete in all respect as per entire satisfaction of E.I.CSize of cover 690x537x80mm Size frame 810x657x130mm (NSI)
20Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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. For MH size 5'-0\\"x 3'-0\\" (DSR No. 19.16)
21Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter (DSR No. 19.21.3)
22Plugging and diversion of sewer/SWD line to carry out the repair in safe manner including the cost of sand bags, wooden planks, ballies etc., complete in all respect (NSI)
23Extra for cutting through mettaled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the entire satisfication of EIC. (NSI)
24Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI)
25Taking 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)
26Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidated each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(DSR No. 2.25.1)
27Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No. 15.2.1)
28Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge Nominal concrete 1:4:8 or richer mix (i/c equivalent design mix) (DSR No. 15.2.2)
29Weaving wire netting for wire crates including binding of sides and partition of make crares of 15 x 15 cm with G.I. wire 4.75 mm dia hot dipped from to and filling dtone boulders of weight not less than 40 Lbs and siz 15 cm from all direction. (NSI)
30Providing services of excavator/JCB as per site requirments complete in all respect as per satisfaction of EIC. (NSI) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56857908
AUTHORITY Local Bodies
TENDER VALUE 44.69 Lakhs
LAST DATE 13-08-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Strengthening Of Existing Swd System By Providing Additional 24/36/48 I/D Reinforced Cement Concrete Np-2 & Construction Of Machine Holes For Smooth Disposal Of Rain Water Near Colony No. 1 & 2 At Khuda Lahora, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No. 18, Chandigarh Amount: Rs. 44,69,372/- ; Earnest Money: Rs. 89,387/- ; Time Limit: 03 Months;
Basic Detail
Tender No MCC/EE/SWM/2026/83
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 06 Aug 2026
Submission Date 13 Aug 2026
Open Date 13 Aug 2026
Finance
Tender Value 44.69 Lakhs
Tender Fee 3000
EMD 89387
Exemption Not Available
Document List
073b46a2-88d1-4ec1-96cd-30910fb97fa1.html
BOQ_115984.xls
Tendernotice_1 (17).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

073b46a2-88d1-4ec1-96cd-30910fb97fa1.html

xls

BOQ_115984.xls

pdf

Tendernotice_1 (17).pdf

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