Execution of work under MW (Cons.) Repairing and Restoration of the Fort Walls (Collapsed Portion) at Moti Daman
Archaeological Survey of India · Moti Daman, Dadra and Nagar Haveli and Daman and Diu · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹62.6L
- EMD: ₹1.6L
- Published: 29 Oct 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 03:55 UTC
- Ministry: Ministry of Culture
- Department: Archaeological Survey of India
- Office: Vadodara Circle
Description
Repair and restoration of the collapsed portion of the fort walls at Moti Daman, including demolition, earthwork, concrete work, stone pitching, lime concreting, rubble masonry, scaffolding, and related work as specified in the BOQ.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Demand Draft for EMD, unless exempted, Copy of EMD exemption certificate, if applicable, Technical bid with documentary proofs, Financial bid
New to these terms? Read how tender eligibility criteria work.
Commercial terms
- Bid type: Two Bid system
- Evaluation: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (10)
- Demolishing stone rubble masonry manually/by mechanical means, including stacking serviceable material and disposal of unserviceable material within 50 metres lead — Qty: 133.2 Cu.mt.
- Earth work by mechanical/manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling and dressing up in embankments or filling ground depressions, lead up to 50 m and for all lift; all kinds of soil — Qty: 262.43 Cu.mt.
- Laying in position cement concrete of specified grade, excluding the cost of centring and shuttering, all work up to plinth level: 1:1½:3 — Qty: 14.16 Cu.mt.
- Dry stone pitching 22.5 cm thick including supply of stones and preparing surface — Qty: 576 Sq.mt.
- Lime concreting on floor/roof with lime concrete (2:2:7), laid to proper slope, thoroughly beaten and cured including top finishing — Qty: 57.6 Cu.mt.
- Random rubble masonry with hard stone below the plinth level, including levelling up with Lime mortar 1:1:1 at Fort wall — Qty: 69.9 Cu.mt.
- Coursed rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with Lime mortar 1:1:1 at Fort wall — Qty: 249.8 Cu.mt.
- Providing and fixing double scaffolding system (cup lock type) on exterior side of building/structure, up to 25 metre height — Qty: 300 Sq.mt.
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering — Qty: 115.2 Cu.mt.
- Lime processing/mortar preparation unit made by bamboo frame and covering poly tarpaulin with masonry chambers, brick masonry, plastering, PCC platforms and water connection — Qty: 1 Job Work
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