Providing and Laying of new SWD line on backside of Govt. College of Commerce and Business Administration, Sector 50 Chandigarh along with upgradation of existing road gullies under the jurisdiction of SDE MCPH-18, Chandigarh.
Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹19.6L
- EMD: ₹39K
- Published: 03 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 06:37 UTC
- Department: Engineering-MCC
- Office: Office of the Executive Engineer, Solid Waste Management Division, Sector 17, Chandigarh
Description
Providing and laying a new storm water drain line behind Government College of Commerce and Business Administration, Sector 50, Chandigarh, with upgrading existing road gullies. The work includes excavation, concrete and brickwork, RCC pipes, manhole and gully covers, and associated restoration. Estimated value is Rs. 19,61,738 and the completion period is 6 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (21)
- Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site. Complete in all respects. (NSI) — Qty: 323.29 sqm
- 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 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 2.8.1) — Qty: 1338 cum
- Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil (DSR 2.26.1) — Qty: 498.91 Cum
- Taking 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 16.83) — Qty: 132.34 sqm
- 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 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10) — Qty: 16.69 cum
- 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 6.1.1) — Qty: 60.48 cum
- 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 concete 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) — Qty: 5.94 cum
- Providing 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 6'-0" x 4'-0" For MH size 5'-0" x 3'-0" (DSR 19.16) — Qty: 39 nos
- 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 Cement : 4 fine sand) (DSR 13.7.2) — Qty: 210.41 sqm
- Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. as per DSR (DSR 5.9.3) — Qty: 48.79 sqm
- Reinforcement for RCC work including straightening cutting bending and binding the TMT bars as per DSR (DSR 5.22.6) — Qty: 761.4 kgs
- 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 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 5.3) — Qty: 8.46 cum
- Providing 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 19.19.3.1) — Qty: 11 nos
- Providing 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.C Size of Cover 690X537X80mm Size Frame 810X657X130mm (NSI) — Qty: 30 nos
- 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 600 mm (NSI based on DSR 19.21) — Qty: 1 nos
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27) — Qty: 362.01 cum
- Carriage of material by mechanical transport including loading, unloading and stacking Earth Approx 40% above of item DSR lead up to 3 km Complete in all respect (DSR 1.1.2) — Qty: 817 cum
- Filling 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 2.25) — Qty: 520.56 cum
- 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 :300 mm dia. R.C.C. pipe (DSR 19.6.4) — Qty: 16.01 mtr
- 400 mm dia. R.C.C. pipe (NSI based on DSR 19.6) — Qty: 400 mtr
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