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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | L1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | L2₹12.6 L+₹19,779.06 (1.60%)Rejected-Finance | L2 | Rejected-Finance Not Evaluated |
| Sl No | Description | Qty | Unit | SK ENGINEERING CONTRACTOR L2 | K NIGANDAN AND CO L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD board officers.A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney eart a) First depth of 2m | 17.74 | M³ | 300 ₹5,322.9 | 224 ₹3,974.43 Lowest |
| 1.01 | a) Second depth of 1m | 31.25 | M³ | 350 ₹10,937.5 | 333 ₹10,406.25 Lowest |
| 2.00 | Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers. | 3.94 | M³ | 5,300 ₹20,865.44 | 5,278 ₹20,778.83 Lowest |
| 3.00 | Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers. Column footing (plane surface) | 8.8 | m2 | 459 ₹4,039.2 Lowest | 459 ₹4,039.2 Lowest |
| 3.01 | A)Square columns 0 to 3.30m | 21.6 | M² | 1,000 ₹21,600 | 919 ₹19,850.4 Lowest |
| 3.02 | 3.31 to 4.30m | 4.8 | M² | 1,000 ₹4,800 | 919 ₹4,411.2 Lowest |
| 3.03 | 4.31 to 5.30m | 4.8 | M² | 1,023 ₹4,910.4 Lowest | 1,023 ₹4,910.4 Lowest |
| 3.04 | 5.31 to 6.30m | 4.08 | M² | 1,023 ₹4,173.84 Lowest | 1,023 ₹4,173.84 Lowest |
| 3.05 | 6.31 to 7.30m | 4.8 | M² | 1,227 ₹5,889.6 Lowest | 1,227 ₹5,889.6 Lowest |
| 3.06 | 7.31 to 8.30m | 4.8 | M² | 1,227 ₹5,889.6 Lowest | 1,227 ₹5,889.6 Lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
2 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER KOLATHUR TOWN PANCHAYAT
EXECUTIVE OFFICER KOLATHUR TOWN PANCHAYAT SALEM DISTRICT
Construction Of 30000 Litres Capacity Over Head Tank Service Resorvior at Ward no15 Veerakkaran Kovil Street Area in Kolathur Town Panchayat
2025_DTP_593461_1
175-1/2025
Open Tender
Civil Works - Water Works
Works
120 days
KOLATHUR TOWN PANCHAYAT
REFER TO TENDER
2 documents required · 2 mandatory
₹0
₹30,000
20 Sept 2025
15 Aug 2025
3 Sept 2025
15 Aug 2025
2 Sept 2025
15 Aug 2025
15 Aug 2025 - 2 Sept 2025
Amount
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD board officers.A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney eart a) First depth of 2m
a) Second depth of 1m
Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers.
Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers. Column footing (plane surface)
A)Square columns 0 to 3.30m
B) Plane surface 0m - 3.30m Above GL
0m - 3.30m Above (cover slab)
C)Curved surface 0 to 3.30m
RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. For items 1.5m to 4.5m Below GL
0m to 1.5m Below G.L.
0m to 4.50m Above GL
4.50m to 7.50 Above GL
7.33m to 10.98m from GL
10.99m to 14.64m from GL
14.65m to 15.30m from GL
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 officers.
Painting two coats with approved Emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by officers.
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x60mm 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 30,000 Lit capacity OHT of suitable inclined length including bottom anchorage and transportation and as directed by departmental Officers.
Providng 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× 15cm and step slab of 25mm × 25mm etc., complete and as directed by officers.
Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by officers.
Providing cut stone slab in CM 1:3 and as directed by officers.
Providng manhole cover of size 0.60 x 0.60M in RCC inner 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by officers.
Painting Name board emblem on the SR with enamel paint as per board's specification and as directed by 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 and painting of GI pipes with two coats of approved quality enamel paint etc. complete as detailed below. 65mm Φ GI pipes
80mm dia GI pipes(Delivery-2, Overflow, Fire Fighter line and Cleaning)
SK ENGINEERING CONTRACTOR (BID ID -1443233)
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