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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAccepted-Finance | L1 | Accepted-Finance lowest quoted | |
| 2 | L2₹26.5 L+₹48,858.78 (1.88%)Accepted-Finance | L2 | Accepted-Finance second lowest |
Tender Value
Refer Docs
EMD Value
₹26,500
Closing Date
8 Jan 2024, 3:00 pmClosed
BDO VP
union office parangipettai
EPL and FHTC ambigapuram in kavarapattu
2023_RDTN_335734_12
CWSS 2022-23 port
Open Tender
Civil Works - Water Works
Works
180 days
union office parangipettai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹26,500
Yes
union office parangipettai
8 Jan 2024
30 Dec 2023
8 Jan 2024
30 Dec 2023
8 Jan 2024
30 Dec 2023
30 Dec 2023 - 4 Jan 2024
30 Dec 2023
Amount
Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 (1.00x0.60x1.05 =0.63 m3)
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works a.63 mm OD PVC Pipe 4 KSC
Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc a.63 mm OD PVC Pipe 4 KSC
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. a.63 mm OD PVC Pipe 4 KSC
63 mm PVC Tee
63 mm Elbow
Drilling of borewells of size 4" to 5" dia. in Sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading
110 mm dia PVC pipe 6 kgsc
50 mm Dia GI pipe
50 mm Dia GI Elbow
50 mm Dia GI nipple
80 mm dia bush
80 mm dia GI elbow
50 mm GI Reducer
50 mm dia GI Gate valve
50 mm dia GI coupling
65 mm dia GI elbow
50 mm Flange set
FHTC Earth Excavation and depositing on bank for with an initial lead and lift in all type soil for pipe line for 63mm dia pipe
Supplyof unlasticised 20mm OD PVC/4ksc rigid Pipes as per BIS 4985/2000 with ISI Marking to site of works
Lowering and Laying of the 63mm dia PVC pipes and secials to trench ,laying to proper grade and alignment,jointing with PVC coupler and specials fixing with solvent cement paste etc., complete
Re-filling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after ipes and specials are laid and tested
Supply and Delivery fixing for following materials etc., completed. 63 x 20 mm Saddle set
Brass Ferrule 15 mm
15 LPM Brass Flow Control Valve (LR)
20 mm PVC FTA
20 mm PVC Elbow
20 mm PVC MTA
15 mm Brass Tap (LR)
15 mm Brass Ball Valve (LR)
Cutting of 20 mm PVC Pipe
Labour Charges for Drilling , Cutting , Threading and Brass Ferrule in Distribution Line Pipe.
Precast RCC Fountain Post (0.15 x 0.15 x 1.20 ) and CC platform (0.60 x 0.60 x 0.10 )
OHT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m
2 nd Depth
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers.
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
PLANE SURFACES Below GL For column footing and GL Brace GL 0 to 3.30 M
For Brace I 5.3. to 6.30 m
For Brace II 6.3. to 7.30 m
For Brace II 8.3. to 9.30 m
For Brace III 9.3. to 10.30 m
For Brace III 3.30 TO 4.30 m
Roof slab 11.30 to 12.30m
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
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 cement 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 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
Sub estimate for Platform
Provision for Name Board arrangements
Bulk Meter
Testing Cost for PVC Pipe (90mm , 75mm & 63mm)
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}
OM SAKTHI CONSTRUCIONS
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