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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-AOC MADURAI | TAMIL NADU | 625001 | L1 | Accepted-AOC L1 Accept | |
| 2 | L2₹12.9 L+₹5,272.88 (0.41%)Rejected-Finance ERODE | TAMIL NADU | 638451 | L2 | Rejected-Finance L2 Reject |
| Sl No | Description | Qty | Unit | S.MURUGANANTHAM L1 | C. PADIKKASU L2 |
|---|---|---|---|---|---|
| 1.00Construction of weir at Vayalangudi Kanmai in Embal Panchayat | |||||
| 2.00 | Earth work excavation for foundation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard red earth, shales, murrams, gravel hard rock requiring blasting etc., complete | 57.42 | Cum | 263.5 ₹15,130.17 Lowest | 265 ₹15,216.3 |
| 3.00 | Dismantling with out damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of wall in brick masonry in cement mortar wall under 3m High as directed by the Engineer in charge of the works as per technical Specification | 27.58 | Cum | 302.5 ₹8,342.95 Lowest | 305 ₹8,411.9 |
| 4.00 | Dismantling with out damaging the near by structures if any, clearing away Plain cement concrete as directed by the Engineer in charge of the works as per technical Specification | 13.58 | Cum | 520 ₹7,061.6 Lowest | 525 ₹7,129.5 |
| 5.00 | Earth work excavation for foundation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard red earth, shales, murrams, gravel hard rock requiring blasting etc., complete | 58.56 | Cum | 263.5 ₹15,430.56 Lowest | 265 ₹15,518.4 |
| 6.00 | Filling with M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications | 11.75 | Cum | 2,100 ₹24,675 Lowest | 2,150 ₹25,262.5 |
| 7.00 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 51.97 | Cum | 6,273 ₹3,26,007.81 Lowest | 6,280 ₹3,26,371.6 |
| 8.00 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 73.94 | Cum | 7,381.5 ₹5,45,788.11 Lowest | 7,390 ₹5,46,416.6 |
| 9.00 | Refilling with excavatd soil other than sand complying with the standard specification for filling all cost and conveyance etc., complete | 38.28 | Cum | 45 ₹1,722.6 Lowest | 48 ₹1,837.44 |
| 10.00 | Providing Steel Centering for RCC Slabs, beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joists os size 10cm 6.50 cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer
Below Sill Level | 110.95 | Sqm | 516 ₹57,250.2 Lowest | 525 ₹58,248.75 |
Tender Value
₹13 L
EMD Value
₹13,000
Closing Date
13 Mar 2026, 3:00 pmClosed
BDO, Arimalam
Pt. Union office, Arimalam
Construction of Weir at Vayalangudi Kanmai in Embal Panchayat
2026_RDTN_673015_1
Arm/QuarryFund/Work--2
Open Tender
Civil Works
Item Rate
Arimalam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹13,000
7 Apr 2026
11 Mar 2026
13 Mar 2026
11 Mar 2026
13 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of weir at Vayalangudi Kanmai in Embal Panchayat | - | - | - | - |
| 2 | Earth work excavation for foundation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard red earth, shales, murrams, gravel hard rock requiring blasting etc., complete | 57.42 | Cum | - | - |
| 3 | Dismantling with out damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of wall in brick masonry in cement mortar wall under 3m High as directed by the Engineer in charge of the works as per technical Specification | 27.58 | Cum | - | - |
| 4 | Dismantling with out damaging the near by structures if any, clearing away Plain cement concrete as directed by the Engineer in charge of the works as per technical Specification | 13.58 | Cum | - | - |
| 5 | Earth work excavation for foundation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard red earth, shales, murrams, gravel hard rock requiring blasting etc., complete | 58.56 | Cum | - | - |
| 6 | Filling with M.sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications | 11.75 | Cum | - | - |
| 7 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 51.97 | Cum | - | - |
| 8 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 73.94 | Cum | - | - |
| 9 | Refilling with excavatd soil other than sand complying with the standard specification for filling all cost and conveyance etc., complete | 38.28 | Cum | - | - |
| 10 | Providing Steel Centering for RCC Slabs, beams of plain surfaces including strutting 3m height using MS Sheet, BG 10 gauge thick of size 90 x 60 cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joists os size 10cm 6.50 cm spaced at about 90cm and supported by causrina props of 10cm to 13cm dia spaced about 75cm centre to centre and removing the centering and strutting after specified period without damaging the concrete laid complying with standard specification and as directed by the Engineer
Below Sill Level | 110.95 | Sqm | - | - |
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