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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.2 LAdmitted-Finance NO 3B 85 AK ILLAM UPPLIPALAYAM POST SINGANALLUR COIMBATORE TAMIL NADU 641015 UDYAM TN 03 0038134 33CFZPD6716A1ZJ R S MSME STATUS AS VERIFIED | COIMBATORE | TAMIL NADU | 641015 | ₹63.2 L | L1 | Admitted-Finance |
| 2 | L2₹63.7 LAdmitted-Finance TS NO 1396 NORTH MAIN STREET PUDUKOTTAI 622 001 | PUDUKOTTAI | PUDUKOTTAI | TAMIL NADU | 622001 | ₹63.7 L | L2 | Admitted-Finance |
| 3 | L3₹71.2 LAdmitted-Finance NO 1 120 FIRST STREET SANIPOONDI VILLAGE TIRUVANNAMALAI TALUK DISTRICT TAMIL NADU 606 755 | TIRUVANNAMALAI | TIRUVANNAMALAI | TAMIL NADU | 606755 | ₹71.2 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified. |
| Sl No | Description | Qty | Unit | SUN CONSTRUCTIONS L2 | D K SOLUTIONS L1 | M/s MSK Construction L3 |
|---|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever
necessary and refilling the sides of foundation with
excavated earth in layers of 15cm thick and depositing
the surplus earth | 39.74 | CUM | 240 ₹9,537.60 | 300 ₹11,922 | 300 ₹11,922 |
| 2.01 | Laying stone jelly concrete 1:3:6 for providing the stone
flooring in and around the temple area including cost of
all materials, labours and conveyance charges etc
complete. | 4.36 | CUM | 7,000 ₹30,520 | 8,500 ₹37,060 | 9,106.66 ₹39,705.04 |
| 3.01 | Providing Reinforced Cement Concrete including steel
reinforcement work using with TMT steel bars to base
foundation concrete for strengthening the beams with
necessary form work and laying stone jelly concrete
1:2:4 including cost of all labours, materials and other
charges etc., complete | 24 | CUM | 21,000 ₹5.0 L | 21,500 ₹5.2 L | 23,000 ₹5.5 L |
| 4.01 | Providing and erecting in position MS Beam for Column
"I Section beam" - ISMB in flange size of 208x10mm and web size of 450x5mm including Transporting, Loading ,Unloading, Welding Charges, lifting and Erection Charges , applying one coat enamel primer etc complete | 50.5 | RMT | 9,000 ₹4.5 L | 11,000 ₹5.6 L | 10,000 ₹5.0 L |
| 5.01 | Supplying, cutting, making in to size and erecting in position MS Beam for Column and rafter "I Section Beam" - ISMB in flage size of 150mm and web size of 300 to 450mm with a thickness of 9.40mm including Transporting, Loading , Unloading,Welding Charges, Erection Charges , Wastage and applying one coat enamel primer etc complete. | 252.7 | RMT | 9,300 ₹23.5 L | 9,000 ₹22.7 L | 10,670 ₹27.0 L |
| 6.01 | Supplying, cutting, making in to size and fixing by bolts/welding MS Base plates using 20mm thick MS plate ofsize 600 X 400mm for fixing the MS column at top of the foundation area welding and other fixing charges and applying one coat enamel primer etc complete. | 24 | EACH | 3,300 ₹79,200 | 4,000 ₹96,000 | 3,600 ₹86,400 |
| 7.01 | Supplying, cutting, making in to size, fixing in position for MS beam at floor level all around for providing / extending passage in future using ISMC 300,of size 300 X 90 mm X 7.8mm thickness with necessary fabrication, welding and other fixing charges and applying one coat enamel primer etc complete. | 112 | RMT | 4,750 ₹5.3 L | 5,000 ₹5.6 L | 5,400 ₹6.0 L |
| 8.01 | Supplying, cutting, making in to size, fixing in position MS Purlins LC size of 250mm x 65mm x 20mm with a thickness of 2.30mm as a length of4.30m with a gap of 1.50m for fixing the top layer of the roof shed in between of MS channels with necessary fabrication charges and other charges and applying one coat enamel primer etc., complete | 672 | RMT | 950 ₹6.4 L | 910 ₹6.1 L | 1,000 ₹6.7 L |
| 9.01 | Supplying, cutting, making in to size, fixing in position MS Gable end rafter plates and eave boardswith a size of 250mm x 65mm rectangular tube with a thickness of 3mm for fixing the MS purlins both sides on the roof area including cost of all welding charges and other charges and applying one coat enamel primer etc complete | 108 | RMT | 5,000 ₹5.4 L | 4,999 ₹5.4 L | 5,500 ₹5.9 L |
| 10.01 | Supplying, cutting, making in to size, fixing in position MS 12mm dia round rods to fixing on the purlins for laying Corrugated GS Roof sheet including cost of all welding charges and other charges applying one coat enamel primer etc, complete. | 475.2 | RMT | 198 ₹94,089.60 | 199 ₹94,564.80 | 225 ₹1.1 L |
Tender Value
₹70 L
EMD Value
₹1.8 L
Closing Date
19 Mar 2026, 3:00 pmClosed
SA,ASI, Trichy circle
O/o SA,ASI, Trichy circle, Trichy-620002
FIRST RECALL TENDER FOR EXECUTION OF WORK FOR MC and EW (CAM) TO SPECIAL REPAIRS TO PRE HISTORIC SITE AT ADHICHANALLUR (PROVIDING SHELTER FOR ARCHAEOLOGICAL EXCAVATIONS) FOR THE YEAR 2025-26
2026_ASI_901382_1
T-15/15/2026-TRICHY CIRCLE
Open Tender
Civil Works
120 days
ADICHANALLUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.8 L
Yes
10 Apr 2026
5 Mar 2026
20 Mar 2026
5 Mar 2026
19 Mar 2026
5 Mar 2026
5 Mar 2026 - 19 Mar 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Archaeological Survey of India, Trichy Circle, MainGuard Gate,Trichy-2
Name of Work: FIRST RECALL TENDER FOR EXECUTION OF WORK FOR MC&EW (CAM) TO SPECIAL REPAIRS TO PRE HISTORIC SITE AT ADHICHANALLUR (PROVIDING SHELTER FOR ARCHAEOLOGICAL EXCAVATIONS) FOR THE YEAR 2025-26
Contact No: 0431-2711258 (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 BASIC RATE 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
1.01 Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth Item1 39.74 CUM Excess(+) Full Conversion INR
2.01 Laying stone jelly concrete 1:3:6 for providing the stone flooring in and around the temple area including cost of all materials, labours and conveyance charges etc complete. Item2 4.36 CUM Excess(+) Full Conversion INR
3.01 Providing Reinforced Cement Concrete including steel reinforcement work using with TMT steel bars to base foundation concrete for strengthening the beams with necessary form work and laying stone jelly concrete 1:2:4 including cost of all labours, materials and other charges etc., complete Item3 24 CUM Excess(+) Full Conversion INR
4.01 Providing and erecting in position MS Beam for Column "I Section beam" - ISMB in flange size of 208x10mm and web size of 450x5mm including Transporting, Loading ,Unloading, Welding Charges, lifting and Erection Charges , applying one coat enamel primer etc complete Item4 50.5 RMT Excess(+) Full Conversion INR
5.01 Supplying, cutting, making in to size and erecting in position MS Beam for Column and rafter "I Section Beam" - ISMB in flage size of 150mm and web size of 300 to 450mm with a thickness of 9.40mm including Transporting, Loading , Unloading,Welding Charges, Erection Charges , Wastage and applying one coat enamel primer etc complete. Item5 252.7 RMT Excess(+) Full Conversion INR
6.01 Supplying, cutting, making in to size and fixing by bolts/welding MS Base plates using 20mm thick MS plate ofsize 600 X 400mm for fixing the MS column at top of the foundation area welding and other fixing charges and applying one coat enamel primer etc complete. Item6 24 EACH Excess(+) Full Conversion INR
7.01 Supplying, cutting, making in to size, fixing in position for MS beam at floor level all around for providing / extending passage in future using ISMC 300,of size 300 X 90 mm X 7.8mm thickness with necessary fabrication, welding and other fixing charges and applying one coat enamel primer etc complete. Item7 112 RMT Excess(+) Full Conversion INR
8.01 Supplying, cutting, making in to size, fixing in position MS Purlins LC size of 250mm x 65mm x 20mm with a thickness of 2.30mm as a length of4.30m with a gap of 1.50m for fixing the top layer of the roof shed in between of MS channels with necessary fabrication charges and other charges and applying one coat enamel primer etc., complete Item8 672 RMT Excess(+) Full Conversion INR
9.01 Supplying, cutting, making in to size, fixing in position MS Gable end rafter plates and eave boardswith a size of 250mm x 65mm rectangular tube with a thickness of 3mm for fixing the MS purlins both sides on the roof area including cost of all welding charges and other charges and applying one coat enamel primer etc complete Item9 108 RMT Excess(+) Full Conversion INR
10.01 Supplying, cutting, making in to size, fixing in position MS 12mm dia round rods to fixing on the purlins for laying Corrugated GS Roof sheet including cost of all welding charges and other charges applying one coat enamel primer etc, complete. Item10 475.2 RMT Excess(+) Full Conversion INR
11.01 Supplying and laying Corrugated GS roof sheet with a thickness of 1mm including Transporting, Loading , Unloading, Welding Charges, Erection Charges , Wastage and others etc., Item11 784 SQM Excess(+) Full Conversion INR
Total in Figures
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