C/O lane from Masjid Umar to onwards at Peer Mohalla Batapora Shopian.
PWD, Chief Engineer South Kashmir, Pulwama-Shopian Circle · Shopian, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.0L
- EMD: ₹4K
- Published: 27 Oct 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 02:27 UTC
- Department: Public Works Department
- Office: Shopian Division
Description
Construction of a lane from Masjid Umar onwards at Peer Mohalla, Batapora, Shopian. The work includes surface dressing, stone soling, cement concrete and interlocking paver blocks. Advertised cost is Rs. 1.976 lakh including GST.
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 (5)
- Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. — Qty: 134.2 Sqm
- Providing and laying stone soling duly hand packed in maintaining level and section including all carriages complete. — Qty: 20.13 Cum
- Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 Coarse Sand : 8 Grade Stone Aggregate 40 mm nominal size crushed) including curing but excluding the cost of centering and shuttering. All work upto plinth level including all carriages complete. — Qty: 13.42 Cum
- Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20 mm nominal size crushed) including curing but excluding the cost of centering and shuttering. All work upto and above plinth level including all carriages complete. — Qty: 3.96 Cum
- 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 and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. — Qty: 84.7 Sqm
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