Strengthening of Sewerage system by replacing old/blocked sewerage system on N.A.C. Road, Mohalla Morigate, Ward no. 5, under the charge of SDE, MCPH Sub Division no.20, Sector-13, Chandigarh
Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.8L
- EMD: ₹12K
- Published: 03 Nov 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 06:42 UTC
- Department: Engineering-MCC
- Office: Public Health Division - II
Description
Strengthening the sewerage system by replacing the old or blocked sewerage system on N.A.C. Road, Mohalla Morigate, Ward No. 5, Chandigarh. The work includes excavation, laying sewer pipes, concrete and brickwork, manhole fittings, sewer and water connection work, and associated repairs. Estimated value is Rs. 582,430; completion period is 2 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (26)
- Extra for cutting through concrete cut/metalled /paver cut road and their foundations including stacking of material extra complete in all respects. (NSI) — Qty: 2.78
- Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10sqm 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 (DSR2.8.1) — Qty: 47
- Filling 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.(2.25) — Qty: 40.21
- Carriage of material by mechanical transport including loading, unloading and stacking(1.1.2) 3 Km — Qty: 6.79
- 250 mm diameter (19.1.4) — Qty: 30.79
- 300 mm diameter (19.1.5) — Qty: 29.26
- 250 mm diameter (19.3.4) — Qty: 30.79
- 300 mm diameter (19.3.5) — Qty: 29.26
- Providing 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 ) (DSR 4.1.10) — Qty: 5.53
- 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) (6.1.1) — Qty: 7
- 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) (DSR 13.7.1) — Qty: 37.52
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) (DSR 4.1.3) — Qty: 2.26
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.(DSR 5.9.3) — Qty: 12.89
- 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.(5.22.6) — Qty: 215
- 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: 2.15
- Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter(19.19.3.1) — Qty: 5
- Providing 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.(19.16) — Qty: 10
- For pipes 250 to 300 mm diameter (DSR 19.21.2) — Qty: 1
- For pipes 350 to 450 mm diameter (DSR 19.21.3) — Qty: 1
- Making temporary plug in runner 8" i/d sewer line including cost of sand bag etc. complete in all respect to the entire satisfaction of EIC for sewer line of following sizes. (NSI) — Qty: 5
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