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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹91.3 L
EMD Value
₹2.3 L
Closing Date
21 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Superintending Archaeologist
Superintending Archaeologist, Archaeological Survey of India, Puratattva Bhawan, 2nd floor, Old Bungalow No. 11, Seminary Hills, Nagpur (MH) - 440006
MC and EW (CAM) to Restoration of Stepped Tank at Hemadpanthi Temple of Shree Mahadev (Taponeshwar), Tapona, Dist. Yavatmal.
2026_ASI_928341_1
04/03/111/2026/w-
Open Tender
Civil Works
Works
180 days
Taponeshwar, District Yavatmal
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.3 L
Yes
30 Sept 2026
30 Sept 2026
21 Oct 2026
30 Sept 2026
21 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1.01 | Excavation and Surface Clearance of the Soil/Murum including removing the excavated materials upto distance of 50m beyond the building area and stacking or spreading as directed etc. complete | 430.8 | Cum | - | - | 18% |
| 1.02 | Providing labour, pumps, tools and equipment for dewatering and de-silting of existing stepped heritage tank, including pumping out and disposal of accumulated stagnant water, removal of silt, sludge, mud, organic deposits, vegetation and other deposited material from the tank bed, steps, intermediate landings and side walls by manual methods, carefully avoiding damage to existing stone masonry and architectural features; loosening, scraping, collection, lifting and carrying of silt/sludge to the tank edge, loading into suitable containers/vehicle, transportation to an approved disposal location, unloading and disposal; including repeated pumping/dewatering as required during execution, temporary drainage arrangements, deployment of suitable diesel/electric pumps with hoses, suction pipes, screens and accessories, manual cleaning of exposed stone surfaces, removal of loose debris and vegetation, all labour, T&P, machinery, leads and lifts, safety arrangements and complete in all respects as directed by the Engineer-in-Charge | 234.28 | Cum | - | - | 18% |
| 1.03 | Transportation of heavy serviceable stones from stockyard to the working location including loading, unloading and conveying and disposing as directed upto1 km etc. | 58.73 | Cum | - | - | 18% |
| 1.04 | Providing of core filling in UCR stone of trap/granite/quartzite/gneiss/stone in lime mortar 1:1:1 i.e (1 Unslaked lime:1 Sand:1 surkhi) including bailing out water striking joints on unexposed faces and curing/watering/ complete | 110.75 | Cum | - | - | 18% |
| 1.05 | Restoration of steps in basalt stone of size (0.3 * 0.3 *0.9 - 1.2 m) in the fallen portion of the step in lime mortar 1:1:1 i.e (1Unslaked lime: 1sand: 1Surkhi) including resetting by crane machined wrapping with rope and gunny bags etc racking out joints on the inside with watering scaffolding etc. complete (70% new purchase). | 36.83 | Cum | - | - | 18% |
| 1.06 | Providing and laying lime concrete in floor 20 to 25 mm brick blast of well burnt mixed with 50 % lime mortar in ratio of 1:1:1 (1-lime, 1 Surkhi, 1. Sand) after removing of accumulated rubbish, including beating and treating with split bamboo and thappies till surface hardened for water tightening, including adding 2% solution of boiled water of Gum, Gur and belgiri- fruit, complete | 48 | Cum | - | - | 18% |
| 1.07 | Providing and laying of 100 to 150 mm thick Basalt stone flooring of average size of 0.45x0.30m matching the original texture of Temple in lime mortar 1:1:1:(unslaked lime:1 surkhi: 1 sand) having three line dressing of five side except rear side of as per original | 480 | Sqm | - | - | 18% |
| 1.08 | Providing and filling 50%earth & 50% murrum in foundation beside steps with lead of earth from excavation including compacting and ramming etc (50% murrum of purchase) | 85.3 | Cum | - | - | 18% |
| 1.09 | Providing, laying and jointing 300 mm diameter glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete | 60 | RMT | - | - | 18% |
| 1.1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consodidating each deposited layer by ramming and watering, lead up to 50 and for lift. | 20.25 | Cum | - | - | 18% |
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