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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹8.5 LRejected-AOC | ₹8.5 L | L2 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | SRI CHAKRA CONSTRUCTIONS L2 | S ABTHALIF L1 |
|---|---|---|---|---|---|
| 1.00PAVER BLOCK ROAD | |||||
| 1.01 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 15 | M3 | 190 ₹2,850 | 184 ₹2,760 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 7.5 | M3 | 6,000 ₹45,000 | 5,967 ₹44,752.50 |
| 3.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For kerb wall | 120 | m2 | 490 ₹58,800 | 459 ₹55,080 |
| 4.00 | Plain Cement Concrete 1:2:4mix (One Cement, Two Fine Aggregate and Four Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 12 | m3 | 7,380 ₹88,560 | 7,340 ₹88,080 |
| 5.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 100mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 41 | m3 | 3,000 ₹1.2 L | 2,944 ₹1.2 L |
| 6.00 | Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M50 grade 83 mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over sand bed of 150mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006. | 504 | M2 | 1,060 ₹5.3 L | 1,037 ₹5.2 L |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
15 Dec 2025, 3:00 pmClosed
EXECUTIVE OFFICER
Executive Officer Thiruppuvanam Town Panchayat Sivagangai District
GENERAL FUND-2025-2026 Providing paverblock arrangementst at ward no.18 Madhavan Nagar cross street in Thiruppuvanam Town Panchayat
2025_DTP_628442_1
Roc No.236/2025/A2
Open Tender
Civil Works
90 days
Thiruppuvanam
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹10,000
6 Jan 2026
3 Dec 2025
15 Dec 2025
3 Dec 2025
15 Dec 2025
3 Dec 2025
Amount
PAVER BLOCK ROAD
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For kerb wall
Plain Cement Concrete 1:2:4mix (One Cement, Two Fine Aggregate and Four Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 100mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M50 grade 83 mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over sand bed of 150mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006.
SRI CHAKRA CONSTRUCTIONS (BID ID -1534273)
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