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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC M 241 RAGAVENDRA NAGAR TNHB SEVELIMEDU KANCHIPURAM DISTRICT TAMIL NADU 631 502 | SEVELIMEDU | KANCHIPURAM | TAMIL NADU | 631502 | ₹42.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹55.8 LRejected-Finance | ₹55.8 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical NO 12 14 3RD STREET ANNAI SATHYA NAGAR CHENNAI 600 118 | CHENNAI | CHENNAI | TAMIL NADU | 600118 | - | - | Rejected-Technical All documemts are not in order |
| Sl No | Description | Qty | Unit | SRI SINDHU CONSTRUCTIONS L2 | R UVARAJAN L1 |
|---|---|---|---|---|---|
| 1.01 | Provision for supporting the damaged portions of the structure before and after the removal of accretionary walls and fallen debris, ensuring the safety and stability of the monument. Although the necessary scaffolding materials will be supplied by the department, this item includes providing skilled labour for erecting tubular scaffolding up to a maximum height of 10 metres from ground level to support the damaged Madras terrace roof and the adjoining brick masonry side walls, as directed by the Engineer-in-Charge.
1.Semi Skilled Labour (Mazdoor Gr-I) @ 60 Nos
2.Unskilled Labour (Mazdoor Gr-II) @ 120 Nos | 1 | 1No | 3,60,000 ₹3.6 L | 2,76,279 ₹2.8 L |
| 1.02 | Dismantling existing doors, windows, and clerestory window shutters of steel or wood, each having an area of 3 sqm or below, along with the removal of chowkhats, architraves, holdfasts, and all associated fittings. All components shall be carefully taken down to avoid damage to the surrounding structure and shall be stacked or transported to the designated location within a lead of 50 meters. The work shall be carried out in accordance with the directions of the Engineer-in-Charge and completed in all respects. | 28 | 1Each | 3,000 ₹84,000 | 430 ₹12,040 |
| 1.03 | Carefully dismantling R.C.C. work manually, including the segregation and stacking of serviceable steel bars, and disposal of all unserviceable material within a lead of 200 meters, followed by conveying and disposing the debris outside the monument premises, approximately 25 km outside Chennai city, all as directed by the Engineer-in-Charge.. | 21.79 | 1M3 | 5,000 ₹1.1 L | 5,030 ₹1.1 L |
| 1.04 | Carefully dismantling the accretionary brickwork in openings and other designated areas, executing the work manually to avoid damage to the surrounding structure. The serviceable materials shall be neatly stacked for reuse, and the unserviceable debris shall be collected and disposed of within a lead of 200 meters and further conveyed to an approved dumping location approximately 25 km outside Chennai city, all as directed by the Engineer-in-Charge. | 799.58 | 1M3 | 4,000 ₹32.0 L | 1,830 ₹14.6 L |
| 1.05 | Disposal of building rubbish, malba, and other similar unserviceable, dismantled, or waste materials by mechanical means, including loading, transportation, and unloading at an approved municipal dumping ground or as directed by the Engineer-in-Charge. The work includes disposal beyond the initial lead of 200 meters and conveying the debris to an approved dumping location approximately 25 km outside Chennai, covering all leads and lifts involved. | 1,305.18 | 1M3 | 400 ₹5.2 L | 1,140 ₹14.9 L |
| 1.06 | Clearing of jungle, including uprooting of rank vegetation, grass, brushwood, trees, and saplings of girth up to 30 cm measured at the wall surface, along with the erection and dismantling of scaffolding as per DSR specifications. The work includes removal of all resulting rubbish within an initial lead of 200 meters and conveying the debris to an approved dumping location approximately 25 km outside Chennai city, as directed by the Engineer-in-Charge. | 1,687.39 | 1M2 | 300 ₹5.1 L | 440 ₹7.4 L |
| 1.07 | Clearing jungle, including uprooting of rank vegetation, grass, brushwood, trees, and saplings of girth up to 30 cm measured at a height of 1 m above ground level, and removing all resulting rubbish within an initial lead of 200 meters. The debris shall then be conveyed to an approved dumping location approximately 25 km outside Chennai city, as directed by the Engineer-in-Charge. | 3,218.88 | 1M2 | 250 ₹8.0 L | 40 ₹1.3 L |
Tender Value
₹39.1 L
EMD Value
₹97,700
Closing Date
27 Jan 2026, 11:00 amClosed
SA AS Chennai Circle
o/o Superintending Archaeologist, ASI, Chennai-9
Execution of Work toAnnual Maintenance of Kings Barracks Block No.XXV at Fort St. George, Chennai for the year 2025-26(Retender-Ist call)
2026_ASI_894003_1
T-15014/36/2025-CHENNAI CIRCLE
Open Tender
Civil Works
As per tender document
As per tender documents
6 documents required · 6 mandatory
₹0
₹97,700
9 Mar 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Archaeological Survey of India, Chennai Circle, Fort St.George,Chennai-9
Name of Work: Execution of Work to Annual Maintenance of Kings Barracks Block No.XXV at Fort St.George, Chennai for the year 2025-26 (Retender-Ist call)
Contract No: 044-25670397 (Rates should be quoted inclusive of GST )
Name of the Bidder/ Bidding Firm / Company :
Item No Description and specification of items of work to be executed Item Code / Make Specification / Quantities to be executed Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency UNIT RATE (Including Taxes) In Figures To be entered by the Bidder in Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT in Rs. P TOTAL AMOUNT TOTAL AMOUNT In Words
1.01 Provision for supporting the damaged portions of the structure before and after the removal of accretionary walls and fallen debris, ensuring the safety and stability of the monument. Although the necessary scaffolding materials will be supplied by the department, this item includes providing skilled labour for erecting tubular scaffolding up to a maximum height of 10 metres from ground level to support the damaged Madras terrace roof and the adjoining brick masonry side walls, as directed by the Engineer-in-Charge. 1.Semi Skilled Labour (Mazdoor Gr-I) @ 60 Nos 2.Unskilled Labour (Mazdoor Gr-II) @ 120 Nos item1 1No Excess(+) Full Conversion INR 1.01 Provision for removing damaged paver block and replacing/laying with 30% of new paver block 60mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. complete including other applicable taxes if any complete and as directed by the department officials. (Quantity may be varied as per site conditions). item1 3470 1M2
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