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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC | ₹31.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹31.6 LRejected-AOC | ₹31.6 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹31.6 LRejected-AOC | ₹31.6 L | L3 | Rejected-AOC Rejected |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Due to EMD related issues |
| Sl No | Description | Qty | Unit | Muralidharan L3 | MUTHUSELVI L1 | RAJARAM L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of 60000 Ltr OHT at Oppilan Village in Oppilan Panchayat | ||||||
| 2.00Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | ||||||
| 3.00 | First depth of 2m From 0 to 2 m below GL | 121.68 | cum | 290 ₹35,287.20 | 205 ₹24,944.40 | 255 ₹31,028.40 |
| 4.00 | First depth of 2m From 0 to 2 m below GL | 33.46 | cum | 263.78 ₹8,826.08 | 205 ₹6,859.30 | 263.78 ₹8,826.08 |
| 5.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 18.25 | cum | 2,076.19 ₹37,890.47 | 1,350 ₹24,637.50 | 2,076.19 ₹37,890.47 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 9.13 | cum | 6,014.76 ₹54,914.76 | 4,840 ₹44,189.20 | 6,014.76 ₹54,914.76 |
| 7.00RCC 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 | ||||||
| 8.00 | Below 1.5m from GL | 34.66 | cum | 9,918.19 ₹3.4 L | 8,310 ₹2.9 L | 9,918.19 ₹3.4 L |
| 9.00 | 0m to 1.50m below GL | 2.78 | cum | 9,918.19 ₹27,572.57 | 8,310 ₹23,101.80 | 9,918.19 ₹27,572.57 |
| 10.00 | 0m to 4.50m above GL | 3.56 | cum | 9,918.19 ₹35,308.76 | 8,420 ₹29,975.20 | 9,918.19 ₹35,308.76 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹32,070
Closing Date
6 Jan 2026, 3:00 pmClosed
Block DevelopBlock Developmement Officer Kadaladi
Block DevelopBlock Developmement Officer Kadaladi
Construction of 60000 liter OHT with Providing pipe line at Oppilan village in Oppilan panchayat
2025_RDTN_635236_1
A2/5312/2025
Open Tender
Civil Works - Buildings
180 days
Block Development Officer Kadaladi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹32,070
Yes
19 May 2026
22 Dec 2025
6 Jan 2026
22 Dec 2025
6 Jan 2026
22 Dec 2025
Construction of 60000 Ltr OHT at Oppilan Village in Oppilan Panchayat
Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
First depth of 2m From 0 to 2 m below GL
First depth of 2m From 0 to 2 m below GL
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
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 1.5m from GL
0m to 1.50m below GL
0m 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
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.
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc complete
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net 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
Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below.
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
GI.I. Reduced Socket Plain
65mm GM gate valve
50mm GM gate valve
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Earth work excavation in narrow tenches for laying and jointing of pipes and specials and depositing on bank with an initial lead of 10 m and initial lift 20 m in hard stiff clay, Stiff black cotton, hard red earth shales murrams hard gravel soil including shoring strutting lighting and watching and tested etc. complete and as directed by RDDA., officers.
Reflling with excavated earth after the pipes are laid jointed and tested including watering ramming and consolidation etc. complete as directed by RDDA., officers.
Supply deliverty of following sizes of PVC pipes to confirm to ISI specification and as amended from time to time.
63 MM OD 6KSC PVC End cap
63 MM OD 6KSC PVC BEND
63 MM OD 6KSC PVC TEE
Conveying the following size of PVC pipes and specials within a lead of 200m, lowering into the trenches laying to proper trade and alignment jointing with PVC Couplers excluding cost of materials
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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