repair and construction of interlocking pavement block road Approach Road to Cattle Pound and New Cattle Pound Industrial Area Phase-I Chandigarh
Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹7.3L
- EMD: ₹15K
- Published: 03 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 06:38 UTC
- Department: Engineering-MCC
- Office: Road Division - III
Description
Repair and construction of an interlocking pavement block road on the approach road to Cattle Pound near MRF Centre in Industrial Area Phase-I, Chandigarh. The work includes excavation, earth carriage, subgrade preparation, PCC kerbs, granular sub-base, cement concrete and 80 mm thick M-35 interlocking paver blocks.
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 (7)
- Earthwork 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 levelled and neatly dressed. All kinds of soil complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 2.6.1) — Qty: 98.77 Cum
- Carriage of earth by mechanical transport including loading. unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-ln-Charge. (DSR 1.1.2) — Qty: 98.77 Cum
- Preparaton of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road rotler and compaction of bed complete in all respect to the entre satisfaction of the Engineer - in - Charge (N S) — Qty: 432.16 Sqm
- Providing and fixing PCC kerbs of size 1'-0" x1'-0" x 0'-4'' thickness at bottom and 0'-3” thickness at top duly vibrated, mechanically & compacted made of plain cement concrete 1:2:4 duly cured and finished. The rate further includes filling of joints between kerbs with cement mortar 1:4 (1 Cement: 4 coarse sand) after earth work in excavation/filling and removing the same from site of work complete in all respects and to the entire satisfaction of the Engineer-in-charge. (N.S) — Qty: 125.61 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) complete in all respect to the entre sat1sfaction of the Engineer - in - Charge (N S) — Qty: 65.85 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: 43.46 Cum
- Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over 20-30mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. — Qty: 432.16 Sqm
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