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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAccepted-Finance 240 4TH CROSS M S RAMAIAH NORTH CITY THANISANDRA MAIN ROAD NAGAVARA BANGALORE 560077 | BENGALURU URBAN | KARNATAKA | 560077 | ₹42.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹55.7 LAccepted-Finance PLOT NO 40 SECTOR A N 13 CIDCO HIMAYAT BAGH CHHATRAPATI SAMBHAJINAGAR 431 001 | CHHATRAPATI SAMBHAJINAGAR | AURANGABAD | MAHARASHTRA | 431001 | ₹55.7 L | L2 | Accepted-Finance L2 |
| 3 | L3₹57.9 LAccepted-Finance | ₹57.9 L | L3 | Accepted-Finance L3 |
| 4 | L4₹63.4 LAccepted-Finance NEAR MUGHAL DARBAR HOTEL PLOT NO 1 2 NEW S T COLONY KATKAT GATE AURANGABAD 431001 | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | 431001 | ₹63.4 L | L4 | Accepted-Finance L4 |
| 5 | L5₹64.1 LAccepted-Finance | ₹64.1 L | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | Mubarak Pathan L4 | M/s. Shah Construction L2 | SRI SATHYA ENGINEERS AND CONTRACTORS L1 | A S WADGAONKAR L5 | SIRAJUDDIN QUAZI L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | provision for erection and dismantling of scaffolding in two rows of outer side of the temple
respectively from the roof level of the temple with the help of rental scaffolding for the execution of work. etc. complete as directed by the engineer-in-charge ". | 720 | Sqm | 2,73,600 ₹3.2 L | 72,000 ₹84,960 | 2,16,000 ₹2.5 L | 2,70,000 ₹3.2 L | 64,800 ₹76,464 |
| 2.00 | Provision for removing old deteriorated/weathered plaster, 30mm thick very carefully from Dome of temple without causing any damage to underneath original structure and any other architectural member and lowering down & disposing off the same away from the site including cleaning and preparing the surface for laying of new plaster etc. complete as directed. | 163.65 | Sqm | 27,493.2 ₹32,441.98 | 32,730 ₹38,621.40 | 2,12,745 ₹2.5 L | 27,002.25 ₹31,862.66 | 32,893.65 ₹38,814.51 |
| 3.00 | Provision for removing old deteriorated/weathered plaster layer and brick concrete 150mm thick from the flat roof temple and taking down from the roof and disposing the same away from the site etc. complete as directed. | 27.76 | Sqm | 43,028 ₹50,773.04 | 27,760 ₹32,756.80 | 66,624 ₹78,616.32 | 41,640 ₹49,135.20 | 30,536 ₹36,032.48 |
| 4.00 | Provision for removing old deteriorated/weathered plaster 30mm thick from parapet wall of Roof & disposing off from the structures without causing any damage original structure and any other architectural member & disposing the same away from the site including cleaning and prepairing the surface for plastering coarse , wherever necessary errecting and dismantling of scaffolding etc complete, all as per specification and as directed by the engineer-in-charge | 189.78 | Sqm | 37,956 ₹44,788.08 | 37,956 ₹44,788.08 | 1,13,868 ₹1.3 L | 39,853.8 ₹47,027.48 | 4,17,516 ₹4.9 L |
| 5.00 | Provision for providing and laying Brick coba lime concrete in lime mortar 1:1:1 for water tightening work over the roof of the temple & subshrine roof using 40mm and down size Brick bats jelly up to a thickness of 120 mmincluding curing etc. complete as directed. | 21.18 | Sqm | 4,44,780 ₹5.2 L | 4,42,662 ₹5.2 L | 50,832 ₹59,981.76 | 4,65,960 ₹5.5 L | 4,44,780 ₹5.2 L |
| 6.00 | Provision for providing fresh lime mortar plasters 1:1:1 to the roof Domes, Roof top and parapet wall of 20 mm thick in two coats , including curing and preparation of moldings as per original and using ingredient materials and Grinding the lime mortar mixture machine etc. as per direction of the Engg. in charge | 529.98 | Sqm | 9,00,966 ₹10.6 L | 10,01,662.2 ₹11.8 L | 4,76,982 ₹5.6 L | 9,27,465 ₹10.9 L | 9,53,964 ₹11.3 L |
| 7.00 | Provision for providing good quality three line fine dressed basalt stones for fixing the stone water spauts for drain out the roof surface water as per original of size 0.40 x 0.40 , height of to 1.33- 1.35m approved from the good quality quarry stone including dressing to required sizes, in rectangular, cylindrical etc. design manually with sutables tools and plants, lead-lift , dressing , transpotration as directed of the Engg. In charge. | 4 | each | 2,48,000 ₹2.9 L | 1,60,000 ₹1.9 L | 24,000 ₹28,320 | 2,32,000 ₹2.7 L | 1,68,000 ₹2.0 L |
| 8.00 | provision for Restoration and reconstruction of ancient prakara wall around the temple.- Item No .08 a "Provision for dismantling and removing an old damaged stone masonry collapsed prakara wall of the temple & collecting , stacking the useable materials with all leads
and lifts & disposing the unusable materials away from site etc. complete all as per specification and as directed by the engineer-in-charge " | 54.15 | Cum | 1,02,885 ₹1.2 L | 81,225 ₹95,845.50 | 1,62,450 ₹1.9 L | 1,00,177.5 ₹1.2 L | 92,055 ₹1.1 L |
| 9.00 | Provision for providing earth work excavation for foundation of the prakara wall excavating the trench for foundation and same soil disposing away from the site etc. complete. all as per specification and as directed by the engineer-in-charge | 15.39 | Cum | 33,858 ₹39,952.44 | 24,470.1 ₹28,874.72 | 10,773 ₹12,712.14 | 32,319 ₹38,136.42 | 24,624 ₹29,056.32 |
| 10.00 | Providing and laying Rubble stone soling in two layers compacting with hard murum, watering etc. for preparation of base to the lime concrete in foundation level etc. complete as directed | 1.71 | Cum | 5,779.8 ₹6,820.16 | 5,130 ₹6,053.40 | 10,260 ₹12,106.80 | 5,643 ₹6,658.74 | 5,301 ₹6,255.18 |
Tender Value
₹53.1 L
EMD Value
₹1.3 L
Closing Date
7 Feb 2026, 5:00 pmClosed
S.A., ASI, AURANGABAD CIRCLE, AURANGABAD
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_894383_1
07 of 2025-26
Open Tender
Civil Works
120 days
Triple Shrined Temple of Bhavani at Tahakari, Dist
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.3 L
Yes
20 Feb 2026
16 Jan 2026
9 Feb 2026
17 Jan 2026
7 Feb 2026
17 Jan 2026
provision for erection and dismantling of scaffolding in two rows of outer side of the temple respectively from the roof level of the temple with the help of rental scaffolding for the execution of work. etc. complete as directed by the engineer-in-charge ".
Provision for removing old deteriorated/weathered plaster, 30mm thick very carefully from Dome of temple without causing any damage to underneath original structure and any other architectural member and lowering down & disposing off the same away from the site including cleaning and preparing the surface for laying of new plaster etc. complete as directed.
Provision for removing old deteriorated/weathered plaster layer and brick concrete 150mm thick from the flat roof temple and taking down from the roof and disposing the same away from the site etc. complete as directed.
Provision for removing old deteriorated/weathered plaster 30mm thick from parapet wall of Roof & disposing off from the structures without causing any damage original structure and any other architectural member & disposing the same away from the site including cleaning and prepairing the surface for plastering coarse , wherever necessary errecting and dismantling of scaffolding etc complete, all as per specification and as directed by the engineer-in-charge
Provision for providing and laying Brick coba lime concrete in lime mortar 1:1:1 for water tightening work over the roof of the temple & subshrine roof using 40mm and down size Brick bats jelly up to a thickness of 120 mmincluding curing etc. complete as directed.
Provision for providing fresh lime mortar plasters 1:1:1 to the roof Domes, Roof top and parapet wall of 20 mm thick in two coats , including curing and preparation of moldings as per original and using ingredient materials and Grinding the lime mortar mixture machine etc. as per direction of the Engg. in charge
Provision for providing good quality three line fine dressed basalt stones for fixing the stone water spauts for drain out the roof surface water as per original of size 0.40 x 0.40 , height of to 1.33- 1.35m approved from the good quality quarry stone including dressing to required sizes, in rectangular, cylindrical etc. design manually with sutables tools and plants, lead-lift , dressing , transpotration as directed of the Engg. In charge.
provision for Restoration and reconstruction of ancient prakara wall around the temple.- Item No .08 a "Provision for dismantling and removing an old damaged stone masonry collapsed prakara wall of the temple & collecting , stacking the useable materials with all leads and lifts & disposing the unusable materials away from site etc. complete all as per specification and as directed by the engineer-in-charge "
Provision for providing earth work excavation for foundation of the prakara wall excavating the trench for foundation and same soil disposing away from the site etc. complete. all as per specification and as directed by the engineer-in-charge
Providing and laying Rubble stone soling in two layers compacting with hard murum, watering etc. for preparation of base to the lime concrete in foundation level etc. complete as directed
Providing and laying plain lime concrete mixing with 20mm size stone metal aggregate in 1:2:4 proportion with brick surkhi for base of proposed prakara wall including compacting, curing etc. complete as directed
Provision for providing constructing UCRmasonry using trap/schist/sand stone not less than 150mm thickness in Lime mortar 1:1:1 1 for foundation below ground level including cost of labour material curing etc. complete as per the direction of the site incharge
provision for constructing stone masonary for prakara wall veneering with three line fine dressed stone members of avg. size (0.70x 0.35 x 0.30) as per original pattern in lime mortar 1:1:1 including transportation mixing , curing etc. complete as directed
provision for providing constructing corefilling to the prakara wall using UCR stone masonay filling in Lime mortar 1:1:1 for including, transportation, mixing, constructing, curing etc. complete as directed
Provision for water tightening the top portion of ancient prakara wall with laying brick bat coba using 20 mm size brick aggregates obtained from well burnt first class brick in lime mortal 1:2 proportion to a avg. thickness of 12 cm. and beaten hard with cream come on the top and mixing of gallnut and joggary water for the purpose setting till etc. complete.
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