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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-AOC | ₹23.2 L | L1 | Accepted-AOC Lowestratequoted |
| 2 | L2₹23.5 LRejected-AOC | ₹23.5 L | L2 | Rejected-AOC Highestratequoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Highest rate Quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Highest rate Quoted |
| Sl No | Description | Qty | Unit | MR.C.KUMAR L1 | APS ENTERPRISES L4 | SANTHOSH RAJA L3 | RAJA SUBBULAKSHMI L2 |
|---|---|---|---|---|---|---|---|
| 1.00Name of Work: onstruction Of 60,000 Litre Capacity of OHT (Connected with Existing Borewell Replacement for existing 30000lit OHT) at Pandiraja kovil near at Agaram village and Vallanadu panchayat in Karungulam panchayat union of Thoothukudi District under 15th Finance(Block panchayat)-2025-26-pakageno-02 | |||||||
| 2.00Earthwork 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, murr | |||||||
| 3.00 | a) First depth of 2m | 121.68 | cum | 208.41 ₹25,359.65 | 235 ₹28,594.80 | 231.44 ₹28,161.62 | 211 ₹25,674.48 |
| 4.00 | b) Second depth of 1m | 33.46 | cum | 218.23 ₹7,301.83 | 248 ₹8,298.08 | 243 ₹8,130.78 | 221 ₹7,394.66 |
| 5.00 | Sand filling with clear m.sand including cost of sand watering, ramming and consolidation etc complete as directed by officers. | 18.25 | cum | 1,412.19 ₹25,772.38 | 1,600 ₹29,200 | 1,573 ₹28,707.25 | 1,430 ₹26,097.50 |
| 6.00 | 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. | 9.13 | cum | 4,333.34 ₹39,563.42 | 4,922 ₹44,937.86 | 4,767 ₹43,522.71 | 4,388 ₹40,062.44 |
| 7.00RCC 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. | |||||||
| 8.00 | For items 1.5m to 4.5m Below GL(Footing Rectangular Portion) | 34.66 | cum | 7,397.57 ₹2.6 L | 8,404 ₹2.9 L | 8,172 ₹2.8 L | 7,491 ₹2.6 L |
| 9.00 | R.C.C 1:1.5:3 using 20mm(0m to 1.5m Below G.L.) | 2.78 | cum | 7,287.93 ₹20,260.44 | 8,279 ₹23,015.62 | 8,049.36 ₹22,377.22 | 7,380 ₹20,516.40 |
| 10.00 | 0m to 4.50m Above GL&1.00 m Above G.L | 3.76 | cum | 7,399.39 ₹27,821.70 | 8,405 ₹31,602.80 | 8,173.44 ₹30,732.13 | 7,493 ₹28,173.68 |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
29 Jan 2026, 3:00 pmClosed
BDO(BP) Karungulam
Karungulam panchayat union office
Construction Of 60,000 Litre Capacity of OHT (Connected with Existing Borewell Replacement for existing 30000lit OHT) at Pandiraja kovil near at Agaram village and Vallanadu panchayat in Karungulam panchayat union of Thoothukudi District under
2026_RDTN_645970_2
BDO(BP)KGLM Lr.No.A3/3147/2025 . Date.20.01.2026-1
Open Tender
Civil Works
Karungulam union office Seydunganallur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹30,000
13 Apr 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
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, murr
a) First depth of 2m
b) Second depth of 1m
Sand filling with clear m.sand including cost of sand watering, ramming and consolidation etc complete as directed by officers.
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.
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(Footing Rectangular Portion)
R.C.C 1:1.5:3 using 20mm(0m to 1.5m Below G.L.)
0m to 4.50m Above GL&1.00 m Above G.L
4.50m to 7.32m from GL
7.32m to 10.98m from GL
10.98m to 14.64m from GL
14.64m to 18.30m from GL
Supplying and erecting stee 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.
A) Plane surface
Below GL
0m-3.30m Above GL
B)Curved surface
Square Column
Square Column Below GL and Upto 3.30m above GL
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 putt
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.
Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50×50×6mm 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 to for providing access to roof top of OHT of suitable inclined length, including bottom anchorage and transportation and as directed by officers.The rates includes concrete Bed block in in CC 1:2:4 using 20mm HBGS at Top and bottom of suitable size with necessory anchor bolts.
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.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by etc..
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick etc.
Providing for delivery pipe PVC pipe 63mm dia
Providing for delivery pipe G.I pipe 50mm dia
Supply and delivery of 63mm pvc pipe 4ksc
Earthwork excavation in hard stiff clay and hard rock etc. for pipe line
Laying of 63mm PVC pipe
Refilling of tranch with excavated earth after laying and joing pipes including all labour charges etc.,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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