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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance | ₹18.3 L | L1 | Admitted-Finance |
| 2 | L2₹19.6 LAdmitted-Finance | ₹19.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VENKAT PERUMAL SUBBIAH L2 | SUDALAIKANTHEVAR MUTHUKUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling pcc road including all charges | 176 | m3 | 525 ₹92,400 | 520.23 ₹91,560 |
| 2.00 | 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, levveling, sectioning breaking clods etc., in all incidental charges etc., complete as per standard specification . | 20 | m3 | 200 ₹4,000 | 197.84 ₹3,957 |
| 3.00 | Plain Cement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part 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(TNDSS No.28). | 7 | m3 | 5,500 ₹38,500 | 5,403.6 ₹37,825 |
| 4.00 | Providing formwork for all Rcc works of sides and soffits for plain surfaces of slabs, beams and columns with support and strutting up to 3.60m hight with all cross bracings using mild steel sheetof 90cm*60cm and stiffened with welded mild steel angle of size 25*25*3mm for boarding laid over silver oak joists of size 10cm to 6.50cmspaced at 90cm c\c and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standards specification. for Drain | 128 | m2 | 500 ₹64,000 | 489.02 ₹62,595 |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications | 12.8 | m3 | 6,750 ₹86,400 | 6,737.61 ₹86,241 |
| 6.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 | 88 | m3 | 2,550 ₹2.2 L | 2,364.79 ₹2.1 L |
| 7.00 | Supplying and laying interlock paver of approved make as per at land surface using M40 grade concrete blocks its minimum thickness of 83 mm and providing minimum 100 mm thick stone Dust cushion below the pavers as sub base stone Dust filling between the Pavers and compaction by hydrualic compresive machine same as for Powers and capacity the same as directed by the departmental officers etc,complete as per standard specifications | 880 | m2 | 1,650 ₹14.5 L | 1,526.37 ₹13.4 L |
Tender Value
₹22.5 L
EMD Value
₹22,500
Closing Date
3 Mar 2026, 3:00 pmClosed
Naranammalpuram Town Panchayat
Naranammalpuram Town Panchayat
Providing Paver block road at ward no .12 Ukkiran nagar main street in Naranammalpuram town panchayat
2026_DTP_668827_1
General fund ukkiran main street
Open Tender
Civil Works - Roads
Naranammalpuram Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹22,500
Yes
13 Apr 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
Dismantling pcc road including all charges
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, levveling, sectioning breaking clods etc., in all incidental charges etc., complete as per standard specification .
Plain Cement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part 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(TNDSS No.28).
Providing formwork for all Rcc works of sides and soffits for plain surfaces of slabs, beams and columns with support and strutting up to 3.60m hight with all cross bracings using mild steel sheetof 90cm*60cm and stiffened with welded mild steel angle of size 25*25*3mm for boarding laid over silver oak joists of size 10cm to 6.50cmspaced at 90cm c\c and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standards specification. for Drain
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 interlock paver of approved make as per at land surface using M40 grade concrete blocks its minimum thickness of 83 mm and providing minimum 100 mm thick stone Dust cushion below the pavers as sub base stone Dust filling between the Pavers and compaction by hydrualic compresive machine same as for Powers and capacity the same as directed by the departmental officers etc,complete as per standard specifications
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