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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-AOC | 1 | Accepted-AOC Accept | |
| 2 | 2₹15.2 L+₹92,689 (6.49%)Rejected-AOC HOUSING BOARD RASIPURAM NAMAKKAL | 2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Rajendran Ramasamy L1 | P.Duraisamy L2 |
|---|---|---|---|---|---|
| 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 | 80 | m3 | 246.5 ₹19,720 Lowest | 450 ₹36,000 |
| 1.10 | II depth 2m to 3m | 6 | m3 | 246.52 ₹1,479.12 Lowest | 600 ₹3,600 |
| 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 | 6 | m3 | 5,144 ₹30,864 Lowest | 5,144 ₹30,864 Lowest |
| 3.00 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Column footing 1.50 m to 4.50 m below GL | 10 | m3 | 8,675.2 ₹86,752 Lowest | 8,675.2 ₹86,752 Lowest |
| 3.10 | 0 M to 1.50 m below GL | 2 | m3 | 8,807.04 ₹17,614.08 Lowest | 8,807.04 ₹17,614.08 Lowest |
| 3.20 | 0 M to 4.50 m from GL | 3 | m3 | 8,807.04 ₹26,421.12 Lowest | 8,807.04 ₹26,421.12 Lowest |
| 3.30 | 4.50 M to 7.32 m from GL | 3 | m3 | 9,066.75 ₹27,200.25 Lowest | 9,066.75 ₹27,200.25 Lowest |
| 3.40 | 7.32 M to 10.98 m from GL | 12 | m3 | 9,066.75 ₹1,08,801 Lowest | 9,066.75 ₹1,08,801 Lowest |
| 3.50 | 10.98 M to 14.64 m from GL | 10 | m3 | 9,066.75 ₹90,667.5 Lowest | 9,066.75 ₹90,667.5 Lowest |
| 4.00 | 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 | 20 | m2 | 459.89 ₹9,197.8 Lowest | 459.89 ₹9,197.8 Lowest |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
20 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Officer
Kalappanaickenpatty Townpanchayat
Construction of 60000 litres capacity OHT at Ward no.12.Thottiyapatty Indira Colony Area in Kalappanaickenpatty Town Panchayat
2025_DTP_592125_1
106/2025
Open Tender
Civil Works
Works
180 days
Kalappanaickenpatty Townpanchayat
As per tendernotice
2 documents required · 2 mandatory
₹0
₹17,000
Kalappanaickenpatty Townpanchayat
29 Aug 2025
12 Aug 2025
20 Aug 2025
12 Aug 2025
20 Aug 2025
12 Aug 2025
12 Aug 2025 - 20 Aug 2025
14 Aug 2025
Amount
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 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
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Column footing 1.50 m to 4.50 m below GL
0 M to 1.50 m below GL
0 M to 4.50 m from GL
4.50 M to 7.32 m from GL
7.32 M to 10.98 m from GL
10.98 M to 14.64 m from GL
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
e) 9.30 M to 10.30 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
c) 9.30 M to 10.30 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
g) 7.30 M to 8.30 m from ground Level
h) 8.30 M to 9.30 m from ground Level
i) 9.30 M to 10.30 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.)
Provision for 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 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 90mm PVC pipe
63mm PVC pipe
80mm dia. GI pipe
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 delivery and fixing of 80mm Dia GM Gate valve including cost and conveyance to site loading unloading and Transporting etc., complete
P.Duraisamy (BID ID -1434637)
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