Strengthening of sewerage system in village Hallomajra from Citco shed to light point Behlana along with adjoining connected sewer lines under the jurisdiction of SDE MCPH Sub Divn No 12 Chandigarh Ch To Capital Head Sewerage STP
Municipal Corporation · Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.8Cr
- EMD: ₹3.7L
- Published: 24 Sep 2026
- Closing date: 07 Oct 2026
- Status: open
- Department: Public Health Division - III
- Office: Engineering-MCC
Description
Tender for strengthening sewerage system in village Hallomajra including excavation, pipe laying, brick work, concrete work, manhole covers, and connections, with an estimated value of 18,483,106 INR, scheduled from 2026-09-24 to 2026-10-07.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (28)
- Extra cutting through metalled road and their foundation including sorting screening and stacking at the site complete in all respects. — Qty: 1805.48 P.Sqm
- 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. — Qty: 2349.68 P.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 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. — Qty: 8540.76 P.Cum
- Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil — Qty: 2435.02 P.Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level: 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size — Qty: 342.3 P.Cum
- Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter — Qty: 1120 P.Mtr
- 200 mm diameter — Qty: 295 P.Mtr
- 300 mm diameter — Qty: 1055 P.Mtr
- Providing and laying cement concrete 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipes — Qty: 1120 P.Mtr
- 200 mm diameter S.W. pipes — Qty: 295 P.Mtr
- 300 mm diameter S.W. pipes — Qty: 1055 P.Mtr
- Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450mm dia RCC pipes — Qty: 605 P.Mtr
- 600mm dia RCC pipes — Qty: 1345 P.Mtr
- 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 — Qty: 314.56 P.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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 53.1 P.Cum
- 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 — Qty: 1156.92 P.Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. — Qty: 365.72 P. Sqm
- 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 — Qty: 6023.69 P.Kg
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 60.24 P.Cum
- 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 ixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 — Qty: 416 Each
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