Tender For Strengthening Of Tail End I.E. C&D Waste Plant Cosway, Forest Area One Nos. Industrial Area Phase-I, Chandigarh Under The Charge Of Sde Mcph Sub Division No 12, Chandigarh (Ch. To :- Revenue Head) Approx. Amount : Rs. 12,87,111/- Earnest M
Tender Value
12.87 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
4 days left
EMD
25742
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Tail End I.E. C&D Waste Plant Cosway, Forest Area One Nos. Industrial Area Phase-I, Chandigarh Under The Charge Of Sde Mcph Sub Division No 12, Chandigarh (Ch. To :- Revenue Head) Approx. Amount : Rs. 12,87,111/- Earnest Money : Rs. 25742/- Time Limit : 02 Months.
BOQ
| Sl. No. | Item Description |
| 1 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site complete in all respects. (NSI) |
| 2 | Demolishing 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) 450mm dia RCC pipe (DSR No.15.2.1) |
| 3 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 450mm dia RCC pipe (DSR No.15.2.2) |
| 4 | Earth 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 50 m. All kinds of soils. . (DSR No.2.8.1) |
| 5 | Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked meterial (DSR No.2.26) |
| 6 | Providing 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 (DSR No.4.1.10A) |
| 7 | Providing 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 : 450 mm dia. R.C.C. pipe (DSR No.19.6.5) |
| 8 | Brick 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) |
| 9 | Providing 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 4.1.4) |
| 10 | 12 mm cement plaster finished with a floating coat of neat cement : 1:4 (1 cement : 4 fine sand) (DSR No.13.7.2) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR No.5.9.3) |
| 12 | Steel 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) |
| 13 | Reinforced 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 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 : 3 graded stone aggregate 20 mm nominal size) (DSR No. 5.3) |
| 14 | Providing 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) |
| 15 | Providing 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) |
| 16 | Supplying 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 2.27) |
| 17 | Making 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 350mm to 450mm diameter (DSR No.19.21.3) |
| 18 | Diversion of sewer/ SWD line in carry out the repair in safe manner including the cost of dewatering pump and gen set etc. complete in all respect. |
| 19 | Filling 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.) |
| 20 | Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth up to 5 km (DSR No.1.1.2) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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