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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC NO 18 VISHWESHWARA NAGAR CHERAN MA NAGAR VILANKURICHI COIMBATORE | COIMBATORE | TAMIL NADU | 641001 | L1 | Accepted-AOC Lowest Rate | |
| 2 | L2₹42.7 L+₹2.4 L (5.85%)Rejected-Finance | L2 | Rejected-Finance Highest Rate |
Tender Value
₹41.6 L
EMD Value
₹41,700
Closing Date
30 Aug 2022, 3:00 pmClosed
Additional Collector (Dev)/Project Director
DRDA Office, 2nd floor, Collectorate, Thanjavur
Thanjavur District - Package No.11 - Implementation of Jal Jeevan Mission (MVS) to Extension of Delivery Pipeline, Providing FHTCs and Water Supply Works at Kottur and Thirukkodikaval Village Panchayats in Thiruppanandal Block for the year 2022-2023.
2022_RDTN_248534_1
Rc.No.1422/2022/A14 dated.22.08.2022
Open Tender
Civil Works
Item Rate
180 days
Thiruppanandal
As per Tender document
9 documents required · 9 mandatory
₹0
₹41,700
3 Mar 2023
24 Aug 2022
30 Aug 2022
24 Aug 2022
30 Aug 2022
24 Aug 2022
Amount
Part.01.Extension of Delivery Pipeline, Providing FHTCs and Water Supply Works at Kottur habitation in Kottur Panchayat.
1.Kottur Habitation
DISTRIBUTION SYSTEM
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officersHard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.
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
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.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63mm PVC Bend
63mm Coupler
63mm PVC Tee
63mm End cap
Provision for New FHTC's 63mm
Earthwork Excavation for 20mm PVC pipe (0.60m x 0.90m) including refilling SOR TWAD P.No : 275
20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
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
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.
PVC saddle piece of size 63X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
Brass Ferrule as per IS 319 grade of sizes 15mm,
Fixing ferrule
Supply and delivery of stainless steel flow control valve (Appollo or Equivalent) 15lpm
PVC Elbow 20mm (SOR PWD P.No : 99)
PVC FeMale Threaded Adaptor 20mm (LR)
Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248)
25x20mm PVC Bush(LR)
25mm Threaded Elbow
25mm Female Threaded Adapted
Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate
Supplying and and erection of steel centering using mild steel sheets including Cost and conveyance, labour charges etc, Complete.,
R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
Fabrication of steel including Cost and conveyance, labour charges etc, Complete.,
Restoration of the Road for Road cut portion
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
WATER METER FOR DISTRIBUTION MAIN LINE
Provision for 50mm Water meter - TWAD SOR Page.81, 16 Clause
Water meter - Dirt box
Water meter - Erection Charges
Provision for 80 mm Water meter - TWAD SOR Page.81, 16 Clause
Water meter - Dirt box
Water meter - Erection Charges
Provision for Name Board
Part.02.Extension of Delivery Pipeline, Providing FHTCs and Water Supply Works at Ammapettai habitation in Thirukkodikaval Panchayat.
1.Ammapettai Habitation
DISTRIBUTION SYSTEM
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officersHard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.
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
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.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63mm PVC Bend
63mm Coupler
63mm PVC Tee
63mm End cap
Provision for New FHTC's 63mm
Earthwork Excavation for 20mm PVC pipe (0.60m x 0.90m) including refilling SOR TWAD P.No : 275
20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
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
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.
PVC saddle piece of size 63X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
Brass Ferrule as per IS 319 grade of sizes 15mm,
Fixing ferrule
Supply and delivery of stainless steel flow control valve (Appollo or Equivalent) 15lpm
PVC Elbow 20mm (SOR PWD P.No : 99)
PVC FeMale Threaded Adaptor 20mm (LR)
Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248)
25x20mm PVC Bush(LR)
25mm Threaded Elbow
25mm Female Threaded Adapted
Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate
Supplying and and erection of steel centering using mild steel sheets including Cost and conveyance, labour charges etc, Complete.,
R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
Fabrication of steel including Cost and conveyance, labour charges etc, Complete.,
Provision for Name Board
Part.02.Extension of Delivery Pipeline, Providing FHTCs and Water Supply Works at Thirukkodikaval habitation in Thirukkodikaval Panchayat.
2.Thirukoadikaval habitation
DISTRIBUTION SYSTEM
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officersHard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.
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
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.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63mm PVC Bend
63mm Coupler
63mm PVC Tee
63mm End cap
Provision for New FHTC's 63mm
Earthwork Excavation for 20mm PVC pipe (0.60m x 0.90m) including refilling SOR TWAD P.No : 275
20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
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
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.
PVC saddle piece of size 63X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
Brass Ferrule as per IS 319 grade of sizes 15mm,
Fixing ferrule
Supply and delivery of stainless steel flow control valve (Appollo or Equivalent) 15lpm
PVC Elbow 20mm (SOR PWD P.No : 99)
PVC FeMale Threaded Adaptor 20mm (LR)
Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248)
25x20mm PVC Bush(LR)
25mm Threaded Elbow
25mm Female Threaded Adapted
Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate
Supplying and and erection of steel centering using mild steel sheets including Cost and conveyance, labour charges etc, Complete.,
R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
Fabrication of steel including Cost and conveyance, labour charges etc, Complete.,
Restoration of the Road for Road cut portion
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
WATER METER FOR DISTRIBUTION MAIN LINE
Provision for 50mm Water meter - TWAD SOR Page.81, 16 Clause
Water meter - Dirt box
Water meter - Erection Charges
Provision for 80 mm Water meter - TWAD SOR Page.81, 16 Clause
Water meter - Dirt box
Water meter - Erection Charges
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}
RATHINAM TAMILSELVAN
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