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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC | ₹43.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.6 LRejected-AOC NO 486 VPK NAGAR PATTABIRAM CHENNAI TAMIL NADU 600072 | CHENNAI | CHENNAI | TAMIL NADU | 600072 | ₹44.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹44.7 LRejected-AOC NO 126 SRI BRINDAVAN 1ST MAIN ROAD KODAMBAKKAM CHENNAI 600024 | CHENNAI | CHENNAI | TAMIL NADU | 600024 | ₹44.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | K.SELVAMANI L1 | AJR Construction L2 | M/s.DRR INFRASTRUCTURES L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of New OHT 1,00,000 Lac Litre OHT At ANS Nagar In ANS Nagar Habitation At Palavedu Panchayat. | ||||||
| 2.00Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges | ||||||
| 3.00 | 2nd depth of 1.0m & I st Depth of 2.0m | 371.52 | Cum | 255.9 ₹95,072 | 263.5 ₹97,896 | 265 ₹98,453 |
| 4.00 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers | 21.6 | Cum | 1,833.1 ₹39,595 | 1,889.5 ₹40,813 | 1,900 ₹41,040 |
| 5.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 21.6 | Cum | 5,384.6 ₹1.2 L | 5,551 ₹1.2 L | 5,555 ₹1.2 L |
| 6.00Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | ||||||
| 7.00 | Below 1.50m to 4.50m depth from G.L | 73.88 | Cum | 8,994.6 ₹6.6 L | 9,272.5 ₹6.9 L | 9,275 ₹6.9 L |
| 8.00 | Above G.L upto 4.50 ht | 8.47 | Cum | 8,994.6 ₹76,184 | 9,272.5 ₹78,538 | 9,275 ₹78,559 |
| 9.00 | Column 4.50m to 7.32m ht above G.L | 2.43 | Cum | 9,131.5 ₹22,190 | 9,413.5 ₹22,875 | 9,420 ₹22,891 |
| 10.00 | column 7.32m to 10.98m ht above G.L | 7.71 | Cum | 9,401 ₹72,482 | 9,691.5 ₹74,721 | 9,695 ₹74,748 |
Tender Value
₹45 L
EMD Value
₹1.1 L
Closing Date
24 Feb 2026, 3:00 pmClosed
Block Development Officer
Block Development Office VKM at Ambathur
Construction of New OHT 1,00,000 Lac Litre OHT At ANS Nagar In ANS Nagar Habitation At Palavedu Panchayat.
2026_RDTN_663606_1
OMDGF 467/2026/A7
Open Tender
Civil Works
90 days
Villivakkam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.1 L
Yes
2 Mar 2026
23 Feb 2026
24 Feb 2026
23 Feb 2026
24 Feb 2026
23 Feb 2026
Construction of New OHT 1,00,000 Lac Litre OHT At ANS Nagar In ANS Nagar Habitation At Palavedu Panchayat.
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges
2nd depth of 1.0m & I st Depth of 2.0m
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
Below 1.50m to 4.50m depth from G.L
Above G.L upto 4.50 ht
Column 4.50m to 7.32m ht above G.L
column 7.32m to 10.98m ht above G.L
column 10.98m to 14.64m ht above G.L
column 14.64m to 18.63m ht above G.L
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete
Plane surface: From G.l upto 3.3m ht
From 3.3m to 4.3m ht
From7.30m to 8.30m ht
From 11.30m to 12.30m ht
Curved surface
Upto 3.30m ht from Floor Level
From 11.30m to 12.30m ht from floor level
Square column
Upto 3.30m ht
From 3.30m to 4.30m ht
From 4.30m to 5.30m ht
From 5.30m to 6.30m ht
From 6.30m to 7.30m ht
From 7.30m to 8.30m ht
From 8.30m to 9.30m ht
From 9.30m to10.30m ht
From10.30m to 11.30m ht
From 11.30m to 12.30m ht
Circular Column
Upto 3.30m ht
From 3.30m to 4.30m ht
From 4.30m to 5.30m ht
From 5.30m to 6.30m ht
From 6.30m to 7.30m ht
From 7.30m to 8.30m ht
From 8.30m to 9.30m ht
From 9.30m to10.30m ht
From10.30m to 11.30m ht
From 11.30m to 12.30m 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. upto 16mm RTS ROD
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.ABOVE 16MM RTS ROD
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Construction of RCC Sprial stair case in R.C.C. 1:1.5:3 (M 20 using 20mm HBGS) of 1.8m dia of required height for approach to the roof of service reservoir with RCC Handrails as per type design No. Sanitary Engineeer/PH (M) No.18/64-65 Sanitary Engineer (PH) 3/64 including necessary earth work execavation in various soil met with at the site of work for providing foundation concrete in C.> 1:4:8 mix, RCC footing 1:1.5:3 mix G.L. platform etc. including the cost of steel,reinforcement ,fabrication charges,scaffolding ,centering etc.,
Providing RCC jolly works as hand rails at top of roof slab about 0.60m ht.
Supply and fixing in position of enamelled water level indicator with all accessories of approved pattern and design as directed by TWAD Board officers.
Supplying and fixing in position of 0.60 x 0.60 m water tight CI manhole frame and cover of approved pattern at the roof slab and as directed byTWAD Board officers. The manhole frame and cover should be of light duty and confirming to I.S. 1726 /1974
Cut stone set in C:M 1:3 ( one cement and three sand ) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x o.15m for service reservoir as directed by TWAD Board officers.
Providing and fixing of RCC 1:2:4 ( one cement, two sand and four course aggregate of 20mm size hard blue granite broken stone ) for ventilators of approved pattern including cost of cement, reinforce ment, centering, shuttering, strutting etc, complete a
Supplying and fixing in position of RCC 1:1.5:3 of 20mm size HBG inside access ladder of approved design and pattern inside tank including cost of cement,reinforcement,centering ,shuttering ,strutting etc., complete as generally shown in the plan and as directed by TWAD Board officers.
Labour charges for OHT connection for inlet,outlet,overflow,and Bypass including cost of bolts, nuts and washer excluding cost of CI pipes and specials (separate sheet attached)
Construction of Masonry valve pits as per type design
125mm sluice valve pit
100mm sluice valve pit
80mm Scour valve pit
Surface Box
Provision for Lightening arrester
Conducting SBC test
Levelling the Site
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
90mm PVC Bend P27 1.5
90mm PVC Tee P27 1.5
90mm PVC End Cap P27 1.5
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) 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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