Extension Of Delivery Pipeline Providing Fhtcs And Water Supply Works At Manalur, Thirumanthurai, Kanjanur Panchayats In Thiruppanandal Block For The Year 2022-23. Thanjavur District - Package No.10 - Jjm - Mvs To
Tender Value
36.54 Lakhs
Estimated cost
Bid Submission
30 Aug 2022
0 days left
EMD
36600
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thiruvidaimarudur → Tamil Nadu
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Not Available
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Not Available
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Address
Project Description
Extension Of Delivery Pipeline Providing Fhtcs And Water Supply Works At Manalur, Thirumanthurai, Kanjanur Panchayats In Thiruppanandal Block For The Year 2022-23. Thanjavur District - Package No.10 - Jjm - Mvs To
BOQ
| Sl. No. | Item Description |
| 1 | Part.01.Extension of Delivery Pipeline,Providing FHTCs and Water Supply Works at Kumulanthurai habitation in Manalur Panchayat. |
| 2 | 1.Kumulanthurai habitation |
| 3 | DISTRIBUTION SYSTEM |
| 4 | 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. |
| 5 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of worksa. 63 mm OD PVC Pipe 4 KSC |
| 6 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 7 | 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. |
| 8 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 9 | 63mm PVC Bend |
| 10 | 63mm Coupler |
| 11 | 63mm PVC Tee |
| 12 | 63mm End cap |
| 13 | Provision for New FHTC\"s 63mm |
| 14 | Earthwork Excavation for 20mm PVC pipe(0.60m x 0.90m) including refilling SOR TWAD P.No : 275 |
| 15 | 20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99) |
| 16 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 17 | 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. |
| 18 | PVC saddle piece of size 63X20mm(1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26) |
| 19 | Brass Ferrule as per IS 319 grade of sizes 15mm, |
| 20 | Fixing ferrule |
| 21 | Supply and delivery of stainless steel flow control valve(Appollo or Equivalent) 15lpm |
| 22 | PVC Elbow 20mm (SOR PWD P.No : 99) |
| 23 | PVC FeMale Threaded Adaptor 20mm (LR) |
| 24 | Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48) |
| 25 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248) |
| 26 | 25x20mm PVC Bush(LR) |
| 27 | 25mm Threaded Elbow |
| 28 | 25mm Female Threaded Adapted |
| 29 | Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate |
| 30 | Supplying and and erection of steel centering using mild steel sheetsincluding Cost and conveyance, labour charges etc, Complete., |
| 31 | R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. |
| 32 | Fabrication of steelincluding Cost and conveyance, labour charges etc, Complete., |
| 33 | Restoration of the Road for Road cut portion |
| 34 | 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 |
| 35 | 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 |
| 36 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. |
| 37 | WATER METER FOR DISTRIBUTION MAINLINE |
| 38 | Provision for 50mm Water meter - TWAD SORPage.81, 16 Clause |
| 39 | Water meter - Dirt box |
| 40 | Water meter - Erection Charges |
| 41 | Provision for Name Board |
| 42 | Part.01.Extension of Delivery Pipeline,Providing FHTCs and Water Supply Works at Thirumanthurai habitation in Manalur Panchayat. |
| 43 | 2.Thitumanthurai |
| 44 | DISTRIBUTION SYSTEM |
| 45 | 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. |
| 46 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of worksa. 63 mm OD PVC Pipe 4 KSC |
| 47 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 48 | 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. |
| 49 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 50 | 63mm PVC Bend |
| 51 | 63mm Coupler |
| 52 | 63mm PVC Tee |
| 53 | 63mm End cap |
| 54 | Provision for New FHTC\"s 63mm |
| 55 | Earthwork Excavation for 20mm PVC pipe(0.60m x 0.90m) including refilling SOR TWAD P.No : 275 |
| 56 | 20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99) |
| 57 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 58 | 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. |
| 59 | PVC saddle piece of size 63X20mm(1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26) |
| 60 | Brass Ferrule as per IS 319 grade of sizes 15mm, |
| 61 | Fixing ferrule |
| 62 | Supply and delivery of stainless steel flow control valve(Appollo or Equivalent) 15lpm |
| 63 | PVC Elbow 20mm (SOR PWD P.No : 99) |
| 64 | PVC FeMale Threaded Adaptor 20mm (LR) |
| 65 | Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48) |
| 66 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248) |
| 67 | 25x20mm PVC Bush(LR) |
| 68 | 25mm Threaded Elbow |
| 69 | 25mm Female Threaded Adapted |
| 70 | Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate |
| 71 | Supplying and and erection of steel centering using mild steel sheetsincluding Cost and conveyance, labour charges etc, Complete., |
| 72 | R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. |
| 73 | Fabrication of steelincluding Cost and conveyance, labour charges etc, Complete., |
| 74 | Restoration of the Road for Road cut portion |
| 75 | 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 |
| 76 | 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 |
| 77 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. |
| 78 | WATER METER FOR DISTRIBUTION MAINLINE |
| 79 | Provision for 50mm Water meter - TWAD SORPage.81, 16 Clause |
| 80 | Water meter - Dirt box |
| 81 | Water meter - Erection Charges |
| 82 | Provision for Name Board |
| 83 | Part.02.Extension of Delivery Pipeline,Providing FHTCs and Water Supply Works at 50.Sathanur habitation in Thirumanthurai Panchayat. |
| 84 | 1. 50.Sathanur |
| 85 | DISTRIBUTION SYSTEM |
| 86 | 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. |
| 87 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of worksa. 63 mm OD PVC Pipe 4 KSC |
| 88 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 89 | 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. |
| 90 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 91 | 63mm PVC Bend |
| 92 | 63mm Coupler |
| 93 | 63mm PVC Tee |
| 94 | 63mm End cap |
| 95 | Provision for New FHTC\"s 63mm |
| 96 | Earthwork Excavation for 20mm PVC pipe(0.60m x 0.90m) including refilling SOR TWAD P.No : 275 |
| 97 | 20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99) |
| 98 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 99 | 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. |
| 100 | PVC saddle piece of size 63X20mm(1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26) |
| 101 | Brass Ferrule as per IS 319 grade of sizes 15mm, |
| 102 | Fixing ferrule |
| 103 | Supply and delivery of stainless steel flow control valve(Appollo or Equivalent) 15lpm |
| 104 | PVC Elbow 20mm (SOR PWD P.No : 99) |
| 105 | PVC FeMale Threaded Adaptor 20mm (LR) |
| 106 | Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48) |
| 107 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248) |
| 108 | 25x20mm PVC Bush(LR) |
| 109 | 25mm Threaded Elbow |
| 110 | 25mm Female Threaded Adapted |
| 111 | Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate |
| 112 | Supplying and and erection of steel centering using mild steel sheetsincluding Cost and conveyance, labour charges etc, Complete., |
| 113 | R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. |
| 114 | Fabrication of steelincluding Cost and conveyance, labour charges etc, Complete., |
| 115 | Restoration of the Road for Road cut portion |
| 116 | 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 |
| 117 | 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 |
| 118 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. |
| 119 | WATER METER FOR DISTRIBUTION MAINLINE |
| 120 | Provision for 50mm Water meter - TWAD SORPage.81, 16 Clause |
| 121 | Water meter - Dirt box |
| 122 | Water meter - Erection Charges |
| 123 | Provision for Name Board |
| 124 | Part.02.Extension of Delivery Pipeline,Providing FHTCs and Water Supply Works atChitridayanallur habitation in Thirumanthurai Panchayat |
| 125 | 2.Chitridayanallur |
| 126 | DISTRIBUTION SYSTEM |
| 127 | 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. |
| 128 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of worksa. 63 mm OD PVC Pipe 4 KSC |
| 129 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 130 | 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. |
| 131 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 132 | 63mm PVC Bend |
| 133 | 63mm Coupler |
| 134 | 63mm PVC Tee |
| 135 | 63mm End cap |
| 136 | Provision for New FHTC\"s 63mm |
| 137 | Earthwork Excavation for 20mm PVC pipe(0.60m x 0.90m) including refilling SOR TWAD P.No : 275 |
| 138 | 20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99) |
| 139 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 140 | 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. |
| 141 | PVC saddle piece of size 63X20mm(1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26) |
| 142 | Brass Ferrule as per IS 319 grade of sizes 15mm, |
| 143 | Fixing ferrule |
| 144 | Supply and delivery of stainless steel flow control valve(Appollo or Equivalent) 15lpm |
| 145 | PVC Elbow 20mm (SOR PWD P.No : 99) |
| 146 | PVC FeMale Threaded Adaptor 20mm (LR) |
| 147 | Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48) |
| 148 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248) |
| 149 | 25x20mm PVC Bush(LR) |
| 150 | 25mm Threaded Elbow |
| 151 | 25mm Female Threaded Adapted |
| 152 | Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate |
| 153 | Supplying and and erection of steel centering using mild steel sheetsincluding Cost and conveyance, labour charges etc, Complete., |
| 154 | R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. |
| 155 | Fabrication of steelincluding Cost and conveyance, labour charges etc, Complete., |
| 156 | Restoration of the Road for Road cut portion |
| 157 | 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 |
| 158 | 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 |
| 159 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. |
| 160 | WATER METER FOR DISTRIBUTION MAINLINE |
| 161 | Provision for 50mm Water meter - TWAD SORPage.81, 16 Clause |
| 162 | Water meter - Dirt box |
| 163 | Water meter - Erection Charges |
| 164 | Provision for 80mm Water meter - TWAD SORPage.81, 16 Clause |
| 165 | Water meter - Dirt box |
| 166 | Water meter - Erection Charges |
| 167 | Provision for Name Board |
| 168 | Part.03.Extension of Delivery Pipeline,Providing FHTCs and Water Supply Works at Kanjanur habitation in Kanjanur Panchayat. |
| 169 | 1.Kanjanur habitation |
| 170 | DISTRIBUTION SYSTEM |
| 171 | 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. |
| 172 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of worksa. 63 mm OD PVC Pipe 4 KSC |
| 173 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 174 | 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. |
| 175 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 176 | 63mm PVC Bend |
| 177 | 63mm Coupler |
| 178 | 63mm PVC Tee |
| 179 | 63mm End cap |
| 180 | Provision for New FHTC\"s 63mm |
| 181 | Earthwork Excavation for 20mm PVC pipe(0.60m x 0.90m) including refilling SOR TWAD P.No : 275 |
| 182 | 20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99) |
| 183 | Lowering and laying thePVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 184 | 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. |
| 185 | PVC saddle piece of size 63X20mm(1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26) |
| 186 | Brass Ferrule as per IS 319 grade of sizes 15mm, |
| 187 | Fixing ferrule |
| 188 | Supply and delivery of stainless steel flow control valve(Appollo or Equivalent) 15lpm |
| 189 | PVC Elbow 20mm (SOR PWD P.No : 99) |
| 190 | PVC FeMale Threaded Adaptor 20mm (LR) |
| 191 | Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48) |
| 192 | Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber (SOR TWAD P.No : 248) |
| 193 | 25x20mm PVC Bush(LR) |
| 194 | 25mm Threaded Elbow |
| 195 | 25mm Female Threaded Adapted |
| 196 | Provision for Platform (0.75mx0.75mx0.075m) & Vertical Post (0.15mx0.15mx1.35 m) As Per Sub Estimate |
| 197 | Supplying and and erection of steel centering using mild steel sheetsincluding Cost and conveyance, labour charges etc, Complete., |
| 198 | R.C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. |
| 199 | Fabrication of steelincluding Cost and conveyance, labour charges etc, Complete., |
| 200 | WATER METER FOR DISTRIBUTION MAINLINE |
| 201 | Provision for 50mm Water meter - TWAD SORPage.81, 16 Clause |
| 202 | Water meter - Dirt box |
| 203 | Water meter - Erection Charges |
| 204 | Provision for 80mm Water meter - TWAD SORPage.81, 16 Clause |
| 205 | Water meter - Dirt box |
| 206 | Water meter - Erection Charges |
| 207 | Provision for Name board |
| 208 | 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} |
AI Tender Summary
Tender Timeline
Aug 24, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 30, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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