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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹19.8 L+₹18,408.19 (0.94%)Rejected-Finance | L2 | Rejected-Finance Highest rate |
Tender Value
₹24 L
EMD Value
₹24,000
Closing Date
21 Mar 2025, 5:00 pmClosed
Block Development Officer B.PT
Block Development Office,RADHAPURAM
Construction of 60000 Liter OHT (12 m Staging Height ) at Anaikudi in Anaikudi panchayat in Radhapuram Panchayat Union
2025_RDTN_526050_2
A2/2715/2024
Open Tender
Civil Works
Item Rate
Block Development Office, BPT
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹24,000
29 Mar 2025
17 Mar 2025
21 Mar 2025
17 Mar 2025
21 Mar 2025
17 Mar 2025
Amount
Construction of 30000 Liter OHT (12 m Staging Height ) at Kaduthula in Vijayapathi panchayat in Radhapuram Panchayat Union
Earth work Excavation for Foundation in all soils and Sub Soil as per SS20B for foundation etc. complete.SS 20B
Foirst Depth
2nd Depth
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc.complete as directe by departmental officer
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
For Plan surface
Below GL
For column footing and GL Brace
GL 0 to 3.30 M
For Brace I
For Brace II
For Brace II
For Brace III
For Brace III
Roof slab
For Floor Beam and Bottm of Floor slab
SQUARE COLUMN
For column Below GL
For column GL 0 to 3.30M
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.31m to 11.40m )
Curved Surface
For Side Wall, & Floor slab sides and Haunch
For Side Wall, Roof Slab sides
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers.
Painting two coats with approved Plastic Emulsion t paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers
Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.
Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers
Painting Department emblem 1 x 1 on the SR with enamel paint as per Board's specification and as directed by Deparment officers
Supply & Delivery of following Pipes and specials for OHT connection
Supply of GI Pipes for OHT Connections 65 mm dia
Supply and Delivery of G.M.Gate valve 65mm size
Supply & Delivery of 65 mm G.I Tee
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65 mm G.I bend
Supply & Delivery of 90mm T.Coupler PVC
Supply & Delivery of 80mm x 65mm G.I.Reducer
Supply & Delivery of 65mm G.I.flange set
Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers,
Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
Watersupply arrangements
Supply and delivery of 75mm PVC Pipe
Earthwork excavation and depositing on bank with initial lead and lift of 10m including all cost etc complete.
Refilling with excavated soil other than sand including all cost and all labour charges etc complete.
Laying and jointing of 75mm PVC Pipes and specials etc complete.
V.V.S Construction (BID ID -1275639)
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