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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Accepted-Technical NEAR MUGHAL DARBAR HOTEL PLOT NO 1 2 NEW S T COLONY KATKAT GATE AURANGABAD 431001 | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | 431001 | Accepted-Technical Qualified |
| 3 | Accepted-Technical | Accepted-Technical Qualified |
| 4 | Rejected-Technical 218 2ND FLOOR U S COMPLEX 120 MATHURA ROAD NEW DELHI 110076 | SOUTH | DELHI | 110076 | Rejected-Technical GST return not attached and work completion not attached as per T and C of tender. |
| 5 | Rejected-Technical | Rejected-Technical Work order and completion not fulfilled as per T and C of tender and CVC guideline. |
Tender Value
₹63.1 L
EMD Value
₹1.6 L
Closing Date
25 Jun 2026, 2:00 pmClosed
Superintending Archaeologist, ASI, Aurangabad Circ
O/O SUPERINTENDING ARCHAEOLOGIST, ARCHAEOLOGICAL SURVEY OF INDIA, AURANGABAD CIRCLE, AURANGABAD PADMAPANI BHAWAN BAMU CAMPUS NEAR NANDANWAN COLONY AURANGABAD -431002
As per tender documents
2026_ASI_912564_1
05 of 2026-27
Open Tender
Civil Works
Works
120 days
Hindu temple at Devthan, Dist - Nashik
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.6 L
Yes
9 Jul 2026
15 Jun 2026
26 Jun 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Dismantling the cracked, out of plumb old temple wall carefully without damaging the original temple wall, including removing, shifting the removed stone debris from temple premises to dumping ground of the village with the help of rope, ladder, chain pulley, etc., complete as directed | 7.76 | cum | - | - | 18% |
| 2 | Restoration of fallen temple wall with new basaltic trap stone blocks of existing wall of outer veneering, 50% stone required of size 0.60 m × 0.30 m,x 0.90 mtr. 50% stone required of size 0.60 m × 0.30 m × 0.25 m, As per existing pattern of dressed course masonry and design, including fixing stainless steel pins and dowels using epoxy resins and for resetting of stone blocks. Filling material to be lime mortar (1:1:1 mix) including lifting the stone blocks with the help of chain pulley, etc., complete as directed | 7.13 | cum | - | - | 18% |
| 3 | Removal of dead/ Cracked cement / Lime concrete over the roof of temple carefully without damaging the main structure carefully and throwing the removed material beyond 50 mtr. From the monument as directed by site in charge | 21.98 | cum | - | - | 18% |
| 4 | Provision for water tightening over the existing damaged, roof to arrest seepage or to avoid the leakage of rain water from roof of temple during rainy season. Water tightening to roof with the help of 20mm average size brick aggregate/brick jelly in lime by observing slope to drain out the rain water, levelling the surface and well beaten with wooden mallet till the surface gives rebound sound including curing over the concrete with the help of making water storage bonds in poor lime or cement mortar for testing of leakage if any (testing up to 21 days, with the help of storing of water on roof of temple etc. complete as directed | 17.32 | cum | - | - | 18% |
| 5 | Providing and applying 20 mm thick lime plaster over roof surface to maintain the level in existing ancient roof of the Temple.in lime surkhi mortar 1:2 (1 Lime, 1 Sand, 1 Brick Surkhi) with organic adhesive well grinded by lime grinder machine and surface to be prepared with curring etc complete | 115.5 | M2 | - | - | 18% |
| 6 | Restoration and reseting of new basaltic stone blocks of size 1.40 x 0.45 x 0.25 mtr. Thick for roof slab of temple as per existing pattern including stainless steel pins and dowels using epoxy resins and for resetting of stone block the filling material use as in 1:2 lime mortar etc.Complete as directed | 10.24 | cum | - | - | 18% |
| 7 | Restoration and resetting of broken/Missing beam with new basaltic stone blocks of size 1.40 mtr. X 0.38 mtr. X 0.30 mtr. , 1.20 mtr. X 0.38 mtr. X 0.30 mtr , 0.90 mtr. X 0.38 mtr. X 0.30 mtr. And 0.70 mtr. X 0.38 mtr. X 0.30 mtr.of roof of Vishnu temple and outer varanda as per existing architectural design, moulding and patterns including fixing stainless steel pins and dowels using epoxy resins and for resetting of stone block the filling material use in 1:2 lime mortaretc. Complete as directed. | 4.4 | cum | - | - | 18% |
| 8 | Restoration and resetting of broken/Missing Pillar with new basaltic stone blocks of size 0.33 mtr. X 0.33 mtr.X 1.75mtr. Supported to the roof of of Vishnu temple and outer varanda as per existing architectural design, moulding and patterns including fixing stainless steel pins and dowels using epoxy resins and for reseting of stone block the filling material use in 1:2 lime morterrtc. Complete as directed | 0.76 | cum | - | - | 18% |
| 9 | Restoration and resetting of Missing Pillar Base with new basaltic stone blocks of size 0.55 mtr. X 0.55 mtr. X 0.25 mtr. Supported to the roof of Vishnu temple as per existing architectural design, moulding and patterns including fixing stainless steel pins and dowels using epoxy resins and for reseting of stone block the filling material use in 1:2 lime morterrtc. Complete as directed. | 0.08 | cum | - | - | 18% |
| 10 | Restoration and resetting of Missing Top Bracket of Pillar with new basaltic stone blocks of size 0.80mtr. X 0.80mtr. X 0.30mtr. Supported to the roof of Vishnu temple as per existing architectural design, moulding and patterns including fixing stainless steel pins and dowels using epoxy resins and for reseting of stone block the filling material use in 1:2 lime morterrtc. Complete as directed | 1.73 | cum | - | - | 18% |
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