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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance NO 8 38 PILLAYAR KOVIL STREET MELANANGORE SIRKALI TALUK NAGAPATTINAM DISTRICT 609 109 | MAYILADUTHURAI | TAMIL NADU | 609109 | ₹2.6 L | L1 | Accepted-Finance - |
| 2 | L2₹2.8 LRejected-Finance | ₹2.8 L | L2 | Rejected-Finance - |
| Sl No | Description | Qty | Unit | N PALANIVEL L1 | Vijaya Builders L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing light jungles breaking clods, sectioning etc., complete As per Standard Specification | 930 | M2 | 3,986 ₹19,930 Lowest | 4,150 ₹20,750 |
| 2.00Earth work Excavation in Hard Soil and depositing with in initial lead of 10mtr and lift of 2mtr (For roads,Footpath, Recharge pits , Recharge Structure, perculation ponds, Restoration of Ponds, Desilting and Bund Strenghening of Ponds, Kulam, Supply Cannels Desilting of Pond and Kulam , Deepening of Drinage Channels )etc., complete As per Standard Specification | |||||
| 2.01 | I Depth Upto 0.30mtr | 465 | M3 | 55 ₹3,245 Lowest | 65 ₹3,835 |
| 2.02 | II Water absorption Pit For depth 0.30 -0.60 m | 465 | M3 | 55 ₹3,520 Lowest | 65 ₹4,160 |
| 3.00 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B | 50 | M3 | 5,382 ₹75,353.38 Lowest | 5,500 ₹77,005.5 |
| 4.00 | Cement concrete of mix 1:4:8 (One cement four and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | 5 | M3 | 56 ₹62,720 Lowest | 58 ₹64,960 |
| 5.00Supplying & Erecting of steel centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | |||||
| 5.01 | Without Strutting | 59 | M2 | 60 ₹11,280 Lowest | 65 ₹12,220 |
| 5.02 | With Strutting | 64 | M2 | 55 ₹10,340 Lowest | 65 ₹12,220 |
| 6.00 | RCC 1:1½:3 (One cement one point five M-Sand and three aggregates) mix using 20mm gauge hard granite broken stone jelly in all RCC works connected to the work excluding shuttering , Centering and cost of Reinforcement grills but including curing ,finishing etc complete with standard specification and as directed by Engineer incharge. | 14 | M3 | - | - |
Tender Value
₹2.6 L
EMD Value
₹2,650
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Officer
35B, SOUTH CAR STREET, VAITHEESWARANKOIL
Construction of Compound wall and Deepening and Desiliting of Thottamaniyam Burial Ground in Vaitheeswarankoil Town panchayat.
2026_DTP_682563_1
473/2025/A1
Open Tender
Civil Works
Works
Vaitheeswarankoil
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2,650
Yes
3 Jul 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing light jungles breaking clods, sectioning etc., complete As per Standard Specification | |||||
| 2Earth work Excavation in Hard Soil and depositing with in initial lead of 10mtr and lift of 2mtr (For roads,Footpath, Recharge pits , Recharge Structure, perculation ponds, Restoration of Ponds, Desilting and Bund Strenghening of Ponds, Kulam, Supply Cannels Desilting of Pond and Kulam , Deepening of Drinage Channels )etc., complete As per Standard Specification | |||||
| 2.01 | I Depth Upto 0.30mtr | - | M3 | - | - |
| 2.02 | II Water absorption Pit For depth 0.30 -0.60 m | - | M3 | - | - |
| 3Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B | |||||
| 4Cement concrete of mix 1:4:8 (One cement four and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | |||||
| 5Supplying & Erecting of steel centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | |||||
| 5.01 | Without Strutting | - | M2 | - | - |
| 5.02 | With Strutting | - | M2 | - | - |
| 6 | RCC 1:1½:3 (One cement one point five M-Sand and three aggregates) mix using 20mm gauge hard granite broken stone jelly in all RCC works connected to the work excluding shuttering , Centering and cost of Reinforcement grills but including curing ,finishing etc complete with standard specification and as directed by Engineer incharge. | 1 | M3 | - | - |
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