Public Administrative Department Local Bodies Closing in 6 days TDR #57573228

Tender For Construction Of Additional Road Gullies And Machine Holes & Repairing Of Existing Road Gullies V-3 Road Grain Market Tee Point To Near Sant Kabir Public School At Sector 26, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Divn.No.12, Cha

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
1.90 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
6 days left
EMD
3815
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 Construction Of Additional Road Gullies And Machine Holes & Repairing Of Existing Road Gullies V-3 Road Grain Market Tee Point To Near Sant Kabir Public School At Sector 26, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Divn.No.12, Chandigarh (Ch. To :- Revenue Head) Approx. Amount : Rs. 1,90,745/- Earnest Money : Rs.3,815/- Time Limit : 01Month.

BOQ

Name of Work:- Construction of additional road gullies and machine holes & repairing of existing road gullies V-3 road Grain Market Tee point to Near Sant Kabir Public School at Sector 26, Chandigarh under the jurisdiction of SDE MCPH Sub Divn.No.12, Chandigarh (Ch. to :- Revenue Head) APPROX. AMOUNT : Rs. 1,90,745/- EARNEST MONEY : Rs.3,815/- TIME LIMIT : 01Month.
Sl. No. Item Description
1Extra for cutting through, metalled road and stacking the material outside complete in all respect.(NSI)
2Earth 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. All kinds of soil. (DSR No.2.8.1)
3Providing 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 : 300 mm dia. R.C.C. pipe as per DSR No.19.6.4
4Carriage of materials by mechanical transport including loading ,unloading and stacking of earth upto 5km ( DSR No.1.1.2)
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m ( DSR No.2.25.)
6Providing 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 4.1.4)
7Providing 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.4.1.10A)
8Brick 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)
912 mm cement plaster finished with a floating coat of neat cement : 1:4 (1 cement : 4 fine sand) DSR-13.7.2
10Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR No.5.9.3)
11Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars (DSR No.5.22.6)
12Reinforced 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)
13Providing 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
14Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1)
15Providing and fixing of Pre-cast RCC road gully cover with frames with all over dimension 810mm x 657x 130mm with seating depth of cover 80mm by using cement concrete mixture in (M-20) (1:1.5:3) complete in all respects as per specification to the entire satisfaction of EIC.(Size of Cover = 690 x 537x 80mm)(Size of frame = 810 x 657 x 130mm)
16Making 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 250 to 300 mm diameter (DSR No.19.21.2) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57573228
AUTHORITY Local Bodies
TENDER VALUE 1.90 Lakhs
LAST DATE 25-09-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Construction Of Additional Road Gullies And Machine Holes & Repairing Of Existing Road Gullies V-3 Road Grain Market Tee Point To Near Sant Kabir Public School At Sector 26, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Divn.No.12, Chandigarh (Ch. To :- Revenue Head) Approx. Amount : Rs. 1,90,745/- Earnest Money : Rs.3,815/- Time Limit : 01Month.
Basic Detail
Tender No MCPH3/2026/346
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 18 Sep 2026
Submission Date 25 Sep 2026
Open Date 25 Sep 2026
Finance
Tender Value 1.90 Lakhs
Tender Fee Ref. Documents
EMD 3815
Exemption Not Available
Document List
BOQ_117338.xls
d281c99d-e717-4737-af9a-48984230c62e.html
Tendernotice_1 (33).pdf

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Tender Timeline

Sep 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Sep 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_117338.xls

html

d281c99d-e717-4737-af9a-48984230c62e.html

pdf

Tendernotice_1 (33).pdf

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