URGENT REPAIRING OF DAMAGED SEWER MANHOLE PHIRNI ROAD VILLAGE MALOYA, NEAR POLICE STATION, NEAR GURDWARA SAHIB VILLAGE MALOYA UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO. 13, CHANDIGARH.
Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5L
- EMD: ₹5K
- Published: 03 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 06:39 UTC
- Department: Engineering-MCC
- Office: Public Health Division - I, O/o E.E.M.C.P.H. Division No. 1, Sec-11B, Chandigarh
Description
Urgent repair of a damaged sewer manhole at Phirni Road, Village Maloya, Chandigarh, including excavation, concrete and brickwork, plastering, RCC work, reinforcement, manhole cover and frame, foot rests, material carriage and earth filling. Approximate amount Rs. 2,50,415; completion time 2 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 (12)
- 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 — Qty: 71.82101388 Cum
- 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 ) — Qty: 7.02350609 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) — Qty: 16.64570943 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) — Qty: 6.79694138 Cum
- 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) — Qty: 74.34944238 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. — Qty: 13.51301115 Sqm
- 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 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). — Qty: 1.16680827 Cum
- 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. 1.17 cum x 125kg/cum — Qty: 146.25 Kg
- 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 — Qty: 3 Each
- 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. — Qty: 14 Each
- Carriage of material by mechanical transport including loading, unloading and stacking Earth as per quantityNo 1 i.e. 60% of total Excavation. — Qty: 36.21863495 Cum
- 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. — Qty: 35.6 Cum
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