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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 LAdmitted-Finance | ₹8.3 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VS ANS SONS CONSTRUCTION L1 | V S THANGAMANI L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 165 | Cum | 263.75 ₹43,518.75 | 350 ₹57,750 |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. | 66 | Cum | 1,841.3 ₹1.2 L | 1,900 ₹1.3 L |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 66 | Cum | 2,399.46 ₹1.6 L | 2,600 ₹1.7 L |
| 4.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete | 33 | Cum | 5,406.25 ₹1.8 L | 5,600 ₹1.8 L |
| 5.00 | Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam | 33 | Sqm | 300.82 ₹9,927.06 | 500 ₹16,500 |
| 6.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete | 33 | Cum | 7,319.45 ₹2.4 L | 7,400 ₹2.4 L |
| 7.00 | Providing Power Trowel Charges for Concrete Work Includingall other labour charges etc., complete | 330 | Sqm | 88 ₹29,040 | 88 ₹29,040 |
| 8.00 | Supply, delivery and fixing of Bitumen Pad to 10 to 12mm thick 10 cm depth including all cost and conveyance of all materials and all other labour charges etc. complete. | 6.05 | Sqm | 479 ₹2,897.95 | 479 ₹2,897.95 |
Tender Value
₹9.4 L
EMD Value
₹9,400
Closing Date
11 Mar 2026, 3:00 pmClosed
EXECUTIVE OFFICER
THIRUPORUR TOWN PANCHAYAT OFFICE OMR, THIRUPORUR
Renovation of Existing CC Road at ward no 1 Kalavakkam Village Cross street In Thiruporur Town Panchayat Chengalpattu District
2026_DTP_672582_1
520/2025
Open Tender
Civil Works
THIRUPORUR TOWN PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹9,400
Yes
14 May 2026
9 Mar 2026
11 Mar 2026
9 Mar 2026
11 Mar 2026
9 Mar 2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers.
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete
Providing Power Trowel Charges for Concrete Work Includingall other labour charges etc., complete
Supply, delivery and fixing of Bitumen Pad to 10 to 12mm thick 10 cm depth including all cost and conveyance of all materials and all other labour charges etc. complete.
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