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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | ₹31.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.1 LRejected-AOC NO 2 1769 NORTH STREET THIRUKUVALAI NAGAPATTINAM | THIRUKUVALAI | NAGAPATTINAM | TAMIL NADU | 610204 | ₹32.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/S UMA CONSTRUCTIONS L2 | Rajiya Construction L1 |
|---|---|---|---|---|---|
| 1.00 | 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 etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL 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 | 121.68 | Cum | 266.34 ₹32,408.25 | 263.7 ₹32,087.02 |
| 2.00 | Second depth of 1m | 33.46 | Cum | 266.34 ₹8,912.27 | 263.7 ₹8,823.93 |
| 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 | 18.25 | Cum | 2,841.84 ₹51,869.26 | 2,813.7 ₹51,355.65 |
| 4.00 | 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. | 9.13 | Cum | 6,853.86 ₹62,548.33 | 6,786 ₹61,929.04 |
| 5.00 | '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. For items 1.5m to 4.5m below GL | 34.66 | Cum | 8,573.99 ₹3.0 L | 8,489.1 ₹2.9 L |
| 6.00 | For items 0 to 1.50m below GL | 2.78 | Cum | 8,573.99 ₹23,818.54 | 8,489.1 ₹23,582.72 |
| 7.00 | For items 0m to 4.5m above GL &1.00 m Above G.L | 3.76 | Cum | 8,716.5 ₹32,756.61 | 8,630.2 ₹32,432.29 |
| 8.00 | For items 4.50m to 7.32m above GL | 3.27 | Cum | 8,997.18 ₹29,402.78 | 8,908.1 ₹29,111.67 |
| 9.00 | For items 7.32m to 10.98m above GL | 3.84 | Cum | 9,277.86 ₹35,589.87 | 9,186 ₹35,237.50 |
| 10.00 | For items 10.98m to 14.64m above GL | 15.8 | Cum | 9,558.54 ₹1.5 L | 9,463.9 ₹1.5 L |
Tender Value
₹32.1 L
EMD Value
₹32,070
Closing Date
26 Dec 2025, 3:00 pmClosed
The Block Development Officer, Keelaiyur
The Block Development Office, Keelaiyur
Construction of 60000 Ltrs Capacity OHT in Thirupoondi West at Thirupoondi West Panchayat
2025_RDTN_634665_2
56/2025/A2
Open Tender
Civil Works
Keelaiyur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹32,070
29 Dec 2025
20 Dec 2025
26 Dec 2025
20 Dec 2025
26 Dec 2025
20 Dec 2025
Amount
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 etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL 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
Second depth of 1m
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Board 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. For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL &1.00 m Above G.L
For items 4.50m to 7.32m above GL
For items 7.32m to 10.98m above GL
For items 10.98m to 14.64m above GL
For items above 14.64m & up to 18.30m from GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. PLANE SURFACES Below G.L.
ABOVE G.L. to 3.30m
Curved Surface - 11.30m to 12.30m
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 110mm PVC 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
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing 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 etc., complete as detailed below. For Inlet Arrangements 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm PVC Threaded Coupler
For Outlet Arrangements - 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
65mm GM Gate Valve
90mm PVC Threaded Coupler
90mm x 63mm PVC Reducer
For Source Arrangemets - 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
90mm PVC Threaded Coupler
For Overflow Arrangements - 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm PVC Threaded Coupler
Rubber Sheet
Bolt and Nuts
Labour Charges - 80mm GI Pipe - Cutting
80mm GI Pipe - Threading
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
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
Sub Estimate - Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the Depatmental Officers. 63 MM PVC 4KSC PIPE (Sch of rate 2025 - 26, Page No.16, Unique code:WD-M0001)
Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B 63 MM PVC 4KSC PIPE (Sch of rate 2025 - 26, Page No.281, Unique code:WD-W0654)
Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the Departmental Officers.
Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the Depatmental Officers.
Labour charges for Cutting and Threading of GI pipes (Sch of rate 2024 - 25, Page No.34, Unique code:W-0133)
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works - PVC Elbow 63mm (Sch of rate 2025 - 26, Page No.241)
PVC Tee 63mm (Sch of rate 2025 - 26, Page No.241)
PVC End Cap 63mm (Sch of rate 2025 - 26, Page No.241)
PVC Reducer coupler 63 x 50mm (Sch of rate 2025 - 26, Page No.22, unique code : WD-M0077)
Supply and delivery of GI specials to site of work as per IS specification with ISI marking - GI Elbow 50mm (Sch of rate 2025 - 26, Page No.60)
GM Gate Valve 50mm (Sch of rate 2025 - 26, Page No.62)
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} 18% for other than Earth Quantity
M/S UMA CONSTRUCTIONS (BID ID -1546225)
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