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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC | ₹31.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹31.7 LRejected-Finance | ₹31.7 L | L2 | Rejected-Finance Quoted Higher than Estimate Rate |
| Sl No | Description | Qty | Unit | G PERUMAL L2 | E.Anjanenjan L1 |
|---|---|---|---|---|---|
| 1.00Construction of 60000lit OHT Tank 12.00 m Stage at Vengodu Habitation in Vengodu Panchayat at Anakkavoor Block in Tiruvannamalai District Under JJM 15th FC (D.Pt) 2025-2026 | |||||
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete - Narrow Foundations - First Depth 2.00m | 121.91 | cu.m | 246 ₹29,989.86 | 245 ₹29,867.95 |
| 1.02 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete - Narrow Foundations - Second Depth 2.00 - 3.00m | 15.21 | cu.m | 258 ₹3,924.18 | 257 ₹3,908.97 |
| 1.03 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification | 9.13 | cu.m | 5,062 ₹46,216.06 | 5,060 ₹46,197.80 |
| 1.04Reinforced 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. | |||||
| 1.05 | Footing | 34.66 | cu.m | 7,009 ₹2.4 L | 7,008 ₹2.4 L |
| 1.06 | For items 0 to 1.50m below GL | 2.78 | cu.m | 6,879 ₹19,123.62 | 6,879 ₹19,123.62 |
| 1.07 | For items 0m to 4.5m above GL &1.00 m Above G.L | 3.56 | cu.m | 7,011 ₹24,959.16 | 7,010 ₹24,955.60 |
| 1.08 | For 4.51m to 7.32m Above G.L | 3.07 | cu.m | 7,272 ₹22,325.04 | 7,270 ₹22,318.90 |
| 1.09 | For 7.32m to 10.98m Above G.L | 3.64 | cu.m | 7,404 ₹26,950.56 | 7,402 ₹26,943.28 |
Tender Value
₹32.1 L
EMD Value
₹32,100
Closing Date
20 Jan 2026, 5:55 pmClosed
Block Development OfficeR
Block Development Office Anakkavoor
Construction of 60000lit OHT Tank 12.00 m Stage at Vengodu Habitation in Vengodu Panchayat at Anakkavoor Block in Tiruvannamalai District Under JJM 15th FC (D.Pt) 2025-2026
2026_RDTN_643405_1
Roc. No.A3/899/2025 Date. 16.12.2025 ANK1
Open Tender
Civil Works - Others
90 days
Anakkavoor
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹32,100
30 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Construction of 60000lit OHT Tank 12.00 m Stage at Vengodu Habitation in Vengodu Panchayat at Anakkavoor Block in Tiruvannamalai District Under JJM 15th FC (D.Pt) 2025-2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete - Narrow Foundations - First Depth 2.00m
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete - Narrow Foundations - Second Depth 2.00 - 3.00m
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification
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.
Footing
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL &1.00 m Above G.L
For 4.51m to 7.32m Above G.L
For 7.32m to 10.98m Above G.L
For 10.98m to 14.64m from G.L
For 14.64 to 18.30m from G.L
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
PLANE SURFACES
Below GL
ABOVE G.L. to 3.30m
Curved Surface
Square column
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
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.
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.
Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete.
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing 100mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir 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.65 mm dia GI Pipe
65mm GI pipes for over flow & rain water harvesting pipe
80mm GI pipes for scour pipe
80mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend
65mm GI coupler
65mm GI union
65mm GI Elbow
80mm GI union
80mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
80mm GM gate valve
63 mm PVC 6Ksc Pipe
Earth work excavation in Hard stiff gravely soil for narrow foundation with initial lead and lift as per SS 20 B,etc complete
Towards laying and jointing of pvc pipes with including labour charges etc.,
90mm 6KSC Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
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
Towards Construction of Compound wall
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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