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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | K SUBRAMANIYAM L2 | Sree Sreenivasa Contractorss L1 |
|---|---|---|---|---|---|
| 1.00 | Footing | 373 | M3 | 206 ₹76,838 | 202 ₹75,346 |
| 2.00Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | |||||
| 2.01 | Plinth Beam | 920 | Rm | 305 ₹2.8 L | 304 ₹2.8 L |
| 3.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One part Cement, four part sand & eight part of aggregates) using 40mm gauge hard broken metal from approved quarry including all cost, conveyance of materials to site with proper mixing, compacting, finishing and curing etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 920 | Rm | 18.75 ₹17,250 | 18.7 ₹17,204 |
| 4.00 | Plinth Beam | 373 | M3 | 42.85 ₹15,983.05 | 42 ₹15,666 |
| 5.00 | For Column | 3 | NOS | 20,000 ₹60,000 | 20,000 ₹60,000 |
| 6.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M-sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3. | 5 | NOS | 5,500 ₹27,500 | 5,500 ₹27,500 |
| 7.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification. | 5 | NOS | 8,111 ₹40,555 | 8,111 ₹40,555 |
| 8.00 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 5 | NOS | 9,623.6 ₹48,118 | 9,623.6 ₹48,118 |
| 9.00 | Plastering in Cement Mortor 1:5 Mix (one cement, five M-sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 15 | m3 | 244.04 ₹3,660.60 | 244.04 ₹3,660.60 |
Updated dates
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
16 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
EXTENSION OF PIPE LINE WARD 3 AND 5 RECONSTRUCTION OF DRAIN AND CC PAVEMENT AT WARD 4 NEAR WELL AND SINTEX TANK AND WARD NO 7 PALANIYANDAVAR KOVIL NEAR COVER SLAB IN PANAMARATHUPATTY TOWN PANCHAYAT.
2026_DTP_651706_1
147-5/2025
Open Tender
Civil Works
180 days
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
II CLASS
2 documents required · 2 mandatory
₹0
₹22,000
28 Mar 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
5 Feb 2026 - 16 Feb 2026
Footing
Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10
Plinth Beam
Plain Cement Concrete of mix 1 : 4 : 8 (One part Cement, four part sand & eight part of aggregates) using 40mm gauge hard broken metal from approved quarry including all cost, conveyance of materials to site with proper mixing, compacting, finishing and curing etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Plinth Beam
For Column
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M-sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3.
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification.
Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
Plastering in Cement Mortor 1:5 Mix (one cement, five M-sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Supply and fixing of M.S Grills For Compound wall with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10
Painting the new walls with Exterior Emulsion paint Two coats with good quality of approved Emulsion paint complete in all floorscomplying with standard specification.( The Colour and shade of the paint shall be got approved by the departmental officers.)
Painting two coats over the new iron work using ready mixed enamel paint including cost of all materials to site and all labour charges for mixing applying etc., Complete as per Standard Specifications
Painting the new walls with Exterior Emulsion paint Two coats with good quality of approved Emulsion paint complete in all floorscomplying with standard specification.( The Colour and shade of the paint shall be got approved by the departmental officers.)
Painting two coats over the new iron work using ready mixed enamel paint including cost of all materials to site and all labour charges for mixing applying etc., Complete as per Standard Specifications
Painting the new walls with Exterior Emulsion paint Two coats with good quality of approved Emulsion paint complete in all floorscomplying with standard specification.( The Colour and shade of the paint shall be got approved by the departmental officers.)
Painting two coats over the new iron work using ready mixed enamel paint including cost of all materials to site and all labour charges for mixing applying etc., Complete as per Standard Specifications
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