Repair and strengthening of sewerage system by providing and laying of SW pipe line near H. No. 381 to 390 of Sector 43, Near H. No. 1680 of Sector 34 and various other points of Ward No. 23 under the jurisdiction of SDE MCPH Sub Divn No. 18 Chd.
Engineering-MCC · Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹18.0L
- EMD: ₹36K
- Published: 29 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
- Department: Municipal Corporation
- Office: Solid Waste Management Division
Description
Repair and strengthening of sewerage system by providing and laying of SW pipe line near H. No. 381 to 390 of Sector 43, Near H. No. 1680 of Sector 34 and various other points of Ward No. 23 under the jurisdiction of SDE MCPH Sub Divn No. 18 Chd.
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 (32)
- Extra cutting through metalled road and their foundation including sorting screening and stacking at the site complete in all respects (NSI) — Qty: 185.13 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. (DSR 16.83) — Qty: 183.46 sqm
- Demolishing cement concrete manually/by mechanical means including disposal of material within 50 m lead:Nominal concrete 1:3:6 or higher mix (design mix) (DSR No. 15.2.1) — Qty: 1.91 cum
- Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand (RCA), filling the joints with fine sand (RCA) etc. all complete as per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by the department free of cost) (NSI based on DSR No. 16.84) — Qty: 110.08 sqm
- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand (Recycled Concrete Aggregate), filling the joints with fine sand, etc. all complete as per the direction of Engineer-in-charge. (NSI based on DSR No. 16.63) — Qty: 73.38 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: 498.07 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) (DSR 4.1.8A) — Qty: 56.14 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 : 200 mm diameter (DSR No. 19.1.3) — Qty: 137.2 rmt
- 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 : 250 mm diameter (DSR No. 19.1.4) — Qty: 146.34 rmt
- 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 : 300 mm diameter (DSR No. 19.1.5) — Qty: 60.98 rmt
- Providing and laying cement concrete 1:5:10 (1 cement : 5 manufactured sand derived from recyled concrete aggregate (RCA): 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design (NSI based on 19.2) — Qty: 137.2 rmt
- Providing and laying cement concrete 1:5:10 (1 cement : 5 manufactured sand derived from recyled 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: 300 mm diameter S.W. pipe (NSI based on 19.3.5) — Qty: 60.98 rmt
- Brick work with F.P.S. bricks class designation 75 in foundation and plinth in Cement mortar 1:6 (1Cement: 6 coarse sand). (DSR 6.1.1) — Qty: 41.14 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 No. 4.1.4) — Qty: 8.5 cum
- 12 mm cement plaster finished with floating coat of neat cement of mix 1:4 (1 cement:4 fine sand) (DSR 13.7.2) — Qty: 82.36 sqm
- 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 (DSR 19.16) — Qty: 36 each
- Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. (DSR 5.9.3 ) — Qty: 82.38 sqm
- Reinforcement for RCC work including straightening cutting bending and binding the TMT bars (DSR 5.22.6) — Qty: 973.5 kg
- 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: 8.85 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: 25 each
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