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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24 LAccepted-AOC | ₹24 L Quoted ₹19.6 L | 1 | Accepted-AOC Accept |
| 2 | 2₹19.7 L+₹12,228 (0.62%)Rejected-AOC | ₹19.7 L+₹12,228 (0.62%) | 2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Balaji Sekar L2 | R Praveen L1 |
|---|---|---|---|---|---|
| 1.00 | 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 TNDSS 23 & 24, V, VI (S2), VII, 9,10 First depth of 0 to 2m | 300 | m3 | 265 ₹79,500 | 263 ₹78,900 Lowest |
| 1.10 | II depth of 2m to 3m | 22 | m3 | 275 ₹6,050 Lowest | 275 ₹6,050 Lowest |
| 2.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering 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. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 19 | m3 | 5,620 ₹1,06,780 | 5,610 ₹1,06,590 Lowest |
| 3.00 | Plain Cement concrete 1:2:4(one part of cement Two part of sand and Four part of aggregate) using 20mm gauge machine broken hard granite stone jelly for all RCC items of works including cost of mixing placing the concrete in postion finishing and curing the concrete etc complete complying the standard specifications. | 13 | m3 | 7,050 ₹91,650 | 7,040 ₹91,520 Lowest |
| 4.00 | Reinforced Cement concrete M25 grade1:1/2 :3(one part of cement one and half part of sand and three part of aggregate) using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications. PLAIN SURFACE CENTERING | 12 | m3 | 8,710 ₹1,04,520 | 8,700 ₹1,04,400 Lowest |
| 4.10 | a) Below ground Level | 4 | m3 | 8,710 ₹34,840 | 8,700 ₹34,800 Lowest |
| 4.20 | b) 0 M to 3.30 m from ground Level | 3 | m3 | 8,850 ₹26,550 | 8,845 ₹26,535 Lowest |
| 4.30 | c) 3.30 M to 4.30 m from ground Level | 12 | m3 | 9,125 ₹1,09,500 | 9,122 ₹1,09,464 Lowest |
| 4.40 | d) 6.30 M to 7.30 m from ground Level | 10 | m3 | 9,425 ₹94,250 | 9,400 ₹94,000 Lowest |
| 4.50 | e) 9.30 M to 10.30 m from ground Level | 5 | m3 | 9,700 ₹48,500 | 9,678 ₹48,390 Lowest |
Tender Value
₹24 L
EMD Value
₹24,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Executive Officer
Kalappanaickenpatty Townpanchayat
Construction of 60000 litres capacity OHT at ward No. 13 Rasagoundanpudur in Kalappanaickenpatty Town Panchayat.
2026_DTP_652458_1
195/2025
Open Tender
Civil Works
Works
180 days
Kalappanaickenpatty Townpanchayat
As per tender notice
2 documents required · 2 mandatory
₹0
₹24,000
Yes
Kalappanaickenpatty Townpanchayat
24 Feb 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
7 Feb 2026 - 12 Feb 2026
10 Feb 2026
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 TNDSS 23 & 24, V, VI (S2), VII, 9,10 First depth of 0 to 2m
II depth of 2m to 3m
Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering 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. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Plain Cement concrete 1:2:4(one part of cement Two part of sand and Four part of aggregate) using 20mm gauge machine broken hard granite stone jelly for all RCC items of works including cost of mixing placing the concrete in postion finishing and curing the concrete etc complete complying the standard specifications.
Reinforced Cement concrete M25 grade1:1/2 :3(one part of cement one and half part of sand and three part of aggregate) using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications. PLAIN SURFACE CENTERING
a) Below ground Level
b) 0 M to 3.30 m from ground Level
c) 3.30 M to 4.30 m from ground Level
d) 6.30 M to 7.30 m from ground Level
e) 9.30 M to 10.30 m from ground Level
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 a) Below ground Level
b) 0 M to 3.30 m from ground Level
c) 3.30 M to 4.30 m from ground Level
d) 6.30 M to 7.30 m from ground Level
a) 0 M to 3.30 m from ground Level
b) 3.30 M to 4.30 m from ground Level
a) Below ground Level
b) 0 M to 3.30 m from ground Level
c) 3.30 M to 4.30 m from ground Level
d) 4.30 M to 5.30 m from ground Level
e) 5.30 M to 6.30 m from ground Level
f) 6.30 M to 7.30 m from ground Level
Supplying fabricating and placing in position of steel rods using TMT Steel rod including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. TNDSS NO: 86
Painting the walls with Two Coats Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floors complying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.)
Supply and delivery of pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing of GI pipes etc., complete as detailed below. 65MM Dia. GI Pipe
Supply and delivery of 80mm Dia GI Pipe including cost and conveyance to site loading unloading and Transporting etc., complete
Supply and delivery of 90mm Dia 6 Ksc PVC Pipe including cost and conveyance to site loading unloading and Transporting etc., complete
Supply and delivery of 63mm Dia 6 Ksc PVC Pipe including cost and conveyance to site loading unloading and Transporting etc., complete
Lowering PVC & GI pipes and specials in the trenches and laying to proper grade and alignment, jointing with GI Specials and as directed by the dept. Officers PVC & GI Pipes
Supply , delivery and fixing in position of CI man hole cover and frame of size 60X60 cm on roof slab and as directed by the Departmental Officers, The manhole frame and cover should be of light duty and conforming to IS 1726/1974
Refilling the foundation for service reservior with excavated earth (over than sand ) in layers of 15 cm thick well rammed, watering and consolidating etc., complete complying with standard specification as directed Officers
RCC 1:1:5:3 (One Part of cement one and halfpart of sand and three part of 20mm size HBG stone) for the RCC inside ladder for 60000 litres OHT including the cost of reinforcement fabricating centering and shuttering,cost of mixing placing of concrete vibrating curing, finishing etc., complete
Providing MS Ladder outside the OHT including painting two coats of approved colour and fixing with concrete etc., complete
Supply and delivery of 80mm Dia. CI Sluice Valve including cost of materials and labour with cost for coveyence to site etc Complete complying with standard Specifications. etc., (As per IS 5312/2004/Part I/84 PIN 1.0 with 5 years warranty)
Supply delivery and fixing of 80mm Dia GM Gate valve including cost and conveyance to site loading unloading and Transporting etc., complete
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