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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹30.3 L+₹73,160 (2.48%)Accepted-Finance NO 731 KOVIL STREET MEYYUR MADHURA VINAYAGAPURAM VARAGOOR POST TIRUVANNAMALAI TIRUVANNAMALAI DISTRICT | MEYYUR | TIRUVANNAMALAI | TAMIL NADU | L2 | Accepted-Finance Accepted |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
25 Apr 2023, 4:00 pmClosed
Block Development Officer (V.Pt), Tiruvannamalai
Block Development Office,Tiruvannamalai
Construction of 60000 Liters Over Head Tank, 900m Pumping Main line, Distribution Line in Kandiyankuppam habitation in Kandiyankuppam Panchayat in Tiruvannamalai Block of Tiruvannamalai District under Colllectors Fund
2023_RDTN_304350_1
A3/133/2019 AD(PT) Dt.20.03.2023
Open Tender
Civil Works - Water Works
Item Rate
90 days
Tirvannamalai
Refer Tender Documents
3 documents required · 3 mandatory
₹0
₹30,000
Yes
26 Apr 2023
20 Apr 2023
25 Apr 2023
20 Apr 2023
25 Apr 2023
20 Apr 2023
Amount
Construction of 60000 Liters Over Head Tank,
Earth work excavation for foundation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,For Foundation
Earth work excavation for foundation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,For Foundation
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 compl
PLANE SURFACES
ABOVE G.L. to 3.30m
Curved Surface
Square column
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
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 90
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 4Ksc 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
900m Pumping Main line,294M Distribution Line in Kandiyankuppam
Earth work excavation and depositing on bank with initial lead of 10 mts and initial lift of 2.0 in hard stiff clay stiff black cotton soil, hard red earth shales, murram, gravel, stoney earth and earth mixed with 50% fair sized oulders and gravelly soil etc., complete for boxing as per IS 20B.
Refilling Excavated earth and all labour charges,etc,
Cost and supply of 90 mm 6 Ksc PVC Pipe
Towards the Labour charges for Laying Pipe
Earth work excavation and depositing on bank with initial lead of 10 mts and initial lift of 2.0 in hard stiff clay stiff black cotton soil, hard red earth shales, murram, gravel, stoney earth and earth mixed with 50% fair sized oulders and gravelly soil etc., complete for boxing as per IS 20B.
Refilling Excavated earth and all labour charges,etc,
Cost and supply of 63 mm 4 Ksc PVC Pipe
Towards the Labour charges for Laying Pipe
Provision for Name board
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}
Sri Jeevan Constructions
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