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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | ₹25.0 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹25.0 LRejected-Finance | ₹25.0 L | L2 | Rejected-Finance Highest bidder hence Rejected |
| Sl No | Description | Qty | Unit | S.K.Constructions L1 | PK PERUMAL L2 |
|---|---|---|---|---|---|
| 1.00Construction of 60000Ltr OHT(12M) at Lakkamanaickenpatty H/O Siviyampalayam | |||||
| 2.00Earth work Excavation for Foundation in all soils and Sub Soil as per SS20B fo foundation etc complete.SS 20B | |||||
| 3.00 | For Foundation | 72 | Cum | 260 ₹18,720 | 265.42 ₹19,110.24 |
| 4.00 | Second depth of 0.25m | 9 | Cum | 276.2 ₹2,485.80 | 276.2 ₹2,485.80 |
| 5.00 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation etc complete. | 5.4 | Cum | 5,339.63 ₹28,834 | 5,339.63 ₹28,834 |
| 6.00RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | |||||
| 7.00 | Below 1.50m from GL | 12.34 | Cum | 9,079.13 ₹1.1 L | 9,079.13 ₹1.1 L |
| 8.00 | Upto GL | 2.53 | Cum | 9,220.2 ₹23,327.11 | 9,220.2 ₹23,327.11 |
| 9.00 | Above GL and Upto 4.50m Height | 4 | Cum | 9,217.9 ₹36,871.60 | 9,217.9 ₹36,871.60 |
| 10.00 | Above 4.50m and upto 7.32m Ht from GL | 3.17 | Cum | 9,357.73 ₹29,664 | 9,357.73 ₹29,664 |
Tender Value
Refer Docs
EMD Value
₹25,950
Closing Date
12 Feb 2026, 3:00 pmClosed
Block Development officer (BP) Namakkal
Block Development office Namakkal
Construction of 60000Ltr OHT(12M) at Lakkamanaickenpatty H/O Siviyampalayam. in Namakkal Block of Namakkal District under Mines and Minerals 2025-26
2026_RDTN_650526_1
1660/2025/A2
Open Tender
Civil Works - Water Works
180 days
Namakkal
Required document as per schedule
2 documents required · 2 mandatory
₹0
₹25,950
Yes
25 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
Construction of 60000Ltr OHT(12M) at Lakkamanaickenpatty H/O Siviyampalayam
Earth work Excavation for Foundation in all soils and Sub Soil as per SS20B fo foundation etc complete.SS 20B
For Foundation
Second depth of 0.25m
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation etc complete.
RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
Below 1.50m from GL
Upto GL
Above GL and Upto 4.50m Height
Above 4.50m and upto 7.32m Ht from GL
Above 7.32m and upto 10.98m Ht from GL
Above 10.98m and upto 14.64m ht form GL
Above 14.64m and upto 18.30m ht form GL
Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.
SQARE Surface
Columns below GL and above GL upto 3.30m ht
Columns above 3.30m upto 4.30m ht from GL
Columns above 4.30m upto 5.30m ht from GL
Columns above 5.30m upto 6.30m ht from GL
Columns above 6.30m upto 7.30m ht from GL
Columns above 7.30m upto 8.30m ht from GL
Columns above 8.30m upto 9.30m ht from GL
Columns above 9.30m upto 10.30m ht from GL
Columns above 10.30m upto 11.30m ht from GL
Columns above 11.30m upto 11.40m ht from GL
Plane Surface
Below G.L and upto 3.30m ht above GL
From 5.30m to 6.30m htabove GL
From 8.30m to 9.30m ht above GL
From 11.30m to 12.30m ht above GL
Curved Surface
Upto 3.30m height (From Floor Slab)
From 3.30m to 4.30m Height (From Floor Slab)
Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by Board officers.
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
For Inlet Arrangements
80mm GI Pipes
50mm GI Pipes
For Outlet Arrangements
65mm GI Pipes
65mm GI Pipes
65mm GM Gate Valve
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers.
Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974
Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers
Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
Supply of PVC pipes Pumping Line
63mm PVC 4Ksc Pipes
63mm PVC 6Ksc Pipes
65mm GI Pipes
Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete
Laying and jointing of PVC pipe into trench for etc Complete
Laying and jointing of GI pipe into trench for etc Complete
Refilling the earth work after into trench
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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