Restoration of road cut for providing and laying additional 300mm i/d and 250mm i/d sewer pipe line near the passport office from plot no. 40 to 53 and plot no. 36 to 38, Industrial Area Phase-II, Chd for the smooth functioning of the Sewer System

Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹15.8L
EMD: ₹32K
Published: 03 Nov 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 04 Nov 2026 06:39 UTC
Department: Engineering-MCC
Office: Road Division - III

Description

Restoration of road cuts in Industrial Area Phase-II, Chandigarh, following sewer pipeline work, including excavation, earth carriage, concrete, kerb, paver blocks, granular sub-base, water-bound macadam and surface dressing.

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 (9)

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dressed (2.6.1-2.36) — Qty: 570.13 Cum
Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge.(DSR 1.1.2) — Qty: 285.07 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) — Qty: 26.75 Cum
Providing and Laying of kerb of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top placed at or near ground level in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. DSR ref. 16.85 — Qty: 1189 Rmt
Providing and laying 60mm thick factory made cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibrating compaction and of approved size and design/ shape laid in required color and pattern over and including 20-30mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. — Qty: 356.7 Sqm
Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading –II of table 400.2 of MORTH specification (latest revision as on date). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (latest revision as on date) — Qty: 190.83 Cum
Providing, laying, spreading and compacting the stone aggregate of 63 -45mm gauge conforming to Grading-II of Table 400-.7 of MORT&H specification (5th revision) to Water Bound Macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate; watering and compacting to the required density complete as per Clause-404 of MORT&H specifications (5th revision) complete in all respects to the entire satisfaction of Engineer-in-charge. — Qty: 95.42 Cum
Providing, laying, spreading and compacting the stone aggregate of 53- 22.4mm gauge confirming to Grading-II of Table 400-7 of MORT&H specifications (4th revision) to Water Bound Macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per Clause 404 of MORT&H specifications (4th revision) complete in all respect to the entire satisfaction of Engineer-in-charge. — Qty: 95.42 Cum
Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregate of 13mm nominal size as per table 500.2 of MORT&H specificarion @ 0.010 cum per 10sqm on a layer of bituminous binder laid straight run bitumen grade (VG-10 Bulk) laid @ 1.00 kg per sqm on prepared surface and rolling with 8-10 tonne smooth wheeled roller including of bitumen to the entire satisfaction of the E.I.C — Qty: 1272.23 Sqm

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