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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-Finance | ₹23.2 L | L1 | Accepted-Finance Lowest rate given |
| 2 | L2₹23.7 LRejected-Finance | ₹23.7 L | L2 | Rejected-Finance Highest rate given |
| 3 | L3₹23.7 LRejected-Finance | ₹23.7 L | L3 | Rejected-Finance Highest rate given |
| 4 | L4₹25.0 LRejected-Finance | ₹25.0 L | L4 | Rejected-Finance Highest rate given |
| 5 | L5₹24.2 LRejected-Finance | ₹24.2 L | L5 | Rejected-Finance Highest rate given |
| Sl No | Description | Qty | Unit | Muthumari Sundram L2 | M ELANTHENRAL L4 | V SAKTHIVEL L6 | V KARUPPIAH L5 | RAMAMOORTHY K S L1 | ERULAPPAN R L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B First depth of 0 to 2 m | 58.68 | m3 | 232.1 ₹13,619.63 | 221.74 ₹13,011.70 | 236.54 ₹13,880.17 | 229.14 ₹13,445.94 | 200 ₹11,736 | 246.52 ₹14,465.79 |
| 2.00 | Second depth of 2.0m to 3.0 m | 10.21 | m3 | 232.1 ₹2,369.74 | 221.74 ₹2,263.97 | 236.54 ₹2,415.07 | 229.14 ₹2,339.52 | 200 ₹2,042 | 246.52 ₹2,516.97 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers | 4.37 | m3 | 1,528.5 ₹6,679.55 | 1,269.19 ₹5,546.36 | 1,353.84 ₹5,916.28 | 1,311.52 ₹5,731.34 | 1,200 ₹5,244 | 1,410.99 ₹6,166.03 |
| 4.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 8.75 | m3 | 4,713.9 ₹41,246.63 | 4,454.69 ₹38,978.54 | 4,751.84 ₹41,578.60 | 4,603.27 ₹40,278.61 | 3,800 ₹33,250 | 4,952.41 ₹43,333.59 |
| 5.00 | RCC 1;1.5;3 (ONE CEMENT .ONE AND HALF SAND AND THREE AGGREGATES)using 200mm HBG stone for OHT including cost Below 1.5m from GL Column footing | 10.53 | m3 | 7,685.95 ₹80,933.05 | 8,000.78 ₹84,248.21 | 8,534.46 ₹89,867.86 | 8,267.62 ₹87,058.04 | 7,500 ₹78,975 | 8,894.7 ₹93,661.19 |
| 6.00 | 0m to 1.50m below GL | 2.53 | m3 | 7,563.85 ₹19,136.54 | 7,884.13 ₹19,946.85 | 8,410.03 ₹21,277.38 | 8,147.08 ₹20,612.11 | 7,500 ₹18,975 | 8,765.01 ₹22,175.48 |
| 7.00 | 0m to 1.00m above GL | 0.49 | m3 | 7,688 ₹3,767.12 | 8,002.72 ₹3,921.33 | 8,536.53 ₹4,182.90 | 8,269.62 ₹4,052.11 | 8,000 ₹3,920 | 8,896.85 ₹4,359.46 |
| 8.00 | 1.00m to 4.50m above GL | 3.51 | m3 | 7,688 ₹26,984.88 | 8,002.72 ₹28,089.55 | 8,536.53 ₹29,963.22 | 8,269.62 ₹29,026.37 | 8,000 ₹28,080 | 8,896.85 ₹31,227.94 |
| 9.00 | 4.50 m to 7.32 m above GL | 3.17 | m3 | 7,932.5 ₹25,146.03 | 8,236.33 ₹26,109.17 | 8,785.72 ₹27,850.73 | 8,511.02 ₹26,979.93 | 8,200 ₹25,994 | 9,156.56 ₹29,026.30 |
| 10.00 | 7.32 m to 10.98 m above GL | 3.58 | m3 | 8,177 ₹29,273.66 | 8,469.93 ₹30,322.35 | 9,034.91 ₹32,344.98 | 8,752.42 ₹31,333.66 | 8,000 ₹28,640 | 9,416.27 ₹33,710.25 |
Tender Value
₹27.3 L
EMD Value
₹27,250
Closing Date
12 Dec 2025, 3:00 pmClosed
BDO VP
BDO VP
Madurai District in Construction of 60000 Litre capacity OHT with 12 m Staging for kallanai Village and Panchayat at Kallikui Panchyat Union
2025_RDTN_628039_1
02/Kalli/MINES/2023-24
Open Tender
Civil Works
120 days
kallikudi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹27,250
29 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
Amount
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B First depth of 0 to 2 m
Second depth of 2.0m to 3.0 m
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
RCC 1;1.5;3 (ONE CEMENT .ONE AND HALF SAND AND THREE AGGREGATES)using 200mm HBG stone for OHT including cost Below 1.5m from GL Column footing
0m to 1.50m below GL
0m to 1.00m above GL
1.00m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. Below GL Footing , Brace bottom, brace sides
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 6.31m to 7.30m
From 8.31m to 9.30m
From 9.31m to 10.30m
From 11.31m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Upto 3.30m ht
Curved Surface - 3.30m to 4.30m ht.
Supplying fabricating and placing in position of RTS. Grills for reinforced for various members including cost of steel for all RCC works.
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd 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.,
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board 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 65 mm GI Pipe for inlet , inlet and Overflow
65 mm Coupling
63 mm Bend
65 mm Elbow
63 mm Tee
65 mm Gate valve
50 mm GIPipe
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Tee
50 mm GI Gate valve
63 mm PVC Pipe
63 mm PVC Elbow
Earth work excavation of all classes of soil including labour charges etc., complete
Refilling of Excavated Earth including cost of conveyence charges etc., complete
Laying and joining of PVC Pipe including labour charges etc.,
Borewell Geophysical survey charges
Drilling 200mm dia Bore Upto 24 m
Drilling 200mm dia Bore above 24 M
Supply and delivery of 200 mm PVC casing pipe
Labour Charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including the jointing the pipes with PVC couplers with cement paste etc. complete
Supply and delivery of submersible pumpset of duty of 50 lpm x 175 m Head WD-M1620
50 mm UPVC Pipe WD-M0051
50 mm UPVC Coupling WD-M0596
50 mm G.I. Elbow WD-M0594
50 mm G.M. Gate valve WD-M0618
50 mm G.I Hex Nipple WD-M0599
50 mm M.S. clamp set WD-M0617
150 mm Bore well cover
4.00Sq.mm submersible cable WD-M2001
Nylon Rope
7/20 PVC Copper Wire
Supply and delivery of Panel Board suitable for submersible Pumpset WD-M1912
Supply and fixing of MS KISOK Box of size 0.75 m x 0.45 m x 0.75 m made up of MS angle of size 50 mm x 50 mm x 4 mm alround covered with 16 gauge MS plates MS sheet including cutting, welding, grinding, locking arrangements and labour charges etc., WD-M1471
Construction of masonary pedestal of size 1.20 m x 0.60 m x 1.20 m above ground level ( EB Pedestal ) including cost and conveyence etc.,
Labour charges for erection of 5.00HP submersible Pumpset WD-W0871
Labour charges for wiring from EB pole to pumproom (KIOSK) to avail Power supply
EB Deposit registration charges
Provision for Name Board Charges
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}
Muthumari Sundram (BID ID -1528666)
ERULAPPAN R (BID ID -1531865)
M ELANTHENRAL (BID ID -1532151)
V KARUPPIAH (BID ID -1532135)
V SAKTHIVEL (BID ID -1532170)
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