Tender For Providing New 10000 Ltr Over Head Tank, Bore Well, Motor And Pipe Line At Konampatti - 9 - Stage 2. Providing New Bore Well, Motor & Pipe Line To The Existing 1000 Ltr Oht At Konampatti3. Providing New 10000 Ltr Over Head Tank, Bore Well, Moto
Tender Value
20 Lakhs
Estimated cost
Bid Submission
03 Apr 2023
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
harur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing New 10000 Ltr Over Head Tank, Bore Well, Motor And Pipe Line At Konampatti - 9 - Stage 2. Providing New Bore Well, Motor & Pipe Line To The Existing 1000 Ltr Oht At Konampatti3. Providing New 10000 Ltr Over Head Tank, Bore Well, Motor And Pipe Line At Old Konampatti - 9 - Stage
BOQ
| Sl. No. | Item Description |
| 1 | Providing New 10000 Ltr Over Head Tank, Bore Well, Motor and Pipe Line at Konampatti - 9 - Stage |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 3 | For Column (0.00-0.30m) |
| 4 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting |
| 5 | 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. below 1.50 m from GL. - FOR FOOTING |
| 6 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 7 | Column footing below 1.50 m from GL |
| 8 | Coloumn below GL upto 1.50 m |
| 9 | Column above GL upto 4.50 m |
| 10 | Column above 4.50 m upto 7.32 m |
| 11 | Column above 7.32 m upto 10.98 m |
| 12 | Braces at GL |
| 13 | Braces at 2.60 m from GL |
| 14 | Braces at 6.00 m from GL |
| 15 | Floor beam at 9.0m from G.L. Floor slab from 9.00m to 10.98m above G.L. Side wall from 9.15 m to 10.98 m above GL Haunch from 9.15 m to 10.98 m above G.L. |
| 16 | Side wall from 10.98 m to 14.64 m above GL / Roof slab at 11.60 m above G.L. |
| 17 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 18 | Column footing (plane surface) |
| 19 | Square Column: |
| 20 | Colum above 3.3m to 4.3 ht from GL |
| 21 | Column above 4.30 m upto 5.30 m |
| 22 | Column above 5.30 m upto 6.30 m |
| 23 | Column above 6.30 m upto 7.30 m |
| 24 | Column above 7.30 m upto 8.30 m |
| 25 | Column above 8.30 m upto 9.30 m |
| 26 | Plain Surface |
| 27 | Brace at Ground Level |
| 28 | Brace at 2.60 m above Ground Level |
| 29 | Brace at 6.00 m above Ground Level |
| 30 | Floor beam sides from 8.75 m to 9.30 m above GL - Inside |
| 31 | Floor slab and working platform at 9.00 m above G.L.. |
| 32 | Roof slab at0- 3.30 m above floor slab |
| 33 | Floor slab upto 3.30 m above plateform, Inner, Ohter Face, Platform |
| 34 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. |
| 35 | Exterior Emulsion Painting two coats overNew Cement Plastered surface usingExterior Emulsion Paint including with Priming one coat cost and conveyance of paint and all labour charges etc complete. |
| 36 | Supplying and fixing of cutstone in C M 1:3 below inlet pipe |
| 37 | Supply and Fixing of GI pipes for OHT connections including civil works |
| 38 | Supply,delivery and fixing in position of MS ladder outside the Service reservoir |
| 39 | Supplying and fixing of CI manhole cover with frame of size 0.60m X 0.60m |
| 40 | Supplying andfixing of 100 mm dia AC Cowl for ventilators on the roof slab |
| 41 | Providing RCC ladder inside the tank |
| 42 | Providing Inline Cholorination |
| 43 | Construction of Platform arrangements including all charges etc., complete |
| 44 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laidin layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 45 | Brik work in CM 1:5 mix using good country bricks including cost and conveyance of all materials to site and all labour charge etc., complete |
| 46 | Plastering with cment 1:5-12mm thic including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 47 | Provision for Soak pitarrangements |
| 48 | Drilling of 150mm dia Borewell in Hard rock area |
| 49 | Geophysical survey charges |
| 50 | Over Burden soil for Insertion of Casing Pipe |
| 51 | Upto 150Mbelow Ground Level |
| 52 | 165mm O/D PVC Casing pipe |
| 53 | Supply, delivery & erection of Three phase Submersible pumpset |
| 54 | Supply and delivery of Three phaseSubmersible Pumpset (As per IS 8034) including all tax charges.Pumpset : 5.00 HP,Duty : 50 Lpm x 175 m |
| 55 | Three phase panel board with two level guard and auto starter including tax charges. |
| 56 | Supply and delivery of followingUPVC pipes and specials conforming to IS 694/1990 for UPVC Pipes IS 1239/1990 part I required for pumpset erection. |
| 57 | 4.00 sq.mm flat copper Submersible cable |
| 58 | 50mm UPVC Pipe |
| 59 | 40mm GI pipe |
| 60 | 40mmGI Elbow |
| 61 | 40mm GI Union |
| 62 | 40mm MS Clamp set |
| 63 | 40mm GM Non Return Valve |
| 64 | 20 mm PVC Pipe for Cable encasing including earth work, laying, refilling charges. |
| 65 | 20 mm PVC Elbow |
| 66 | 63 mm FTA/MTA |
| 67 | 7/20 copper wire for Service Connection (SD 65) |
| 68 | 25mm GI pipe for Service connection |
| 69 | Transport charges for All materials at the site. |
| 70 | Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps,valves,Panel Board |
| 71 | Supply, delivery and erection of EB meter board with supply and fixing of 16 amps fuse unit 1 No. copper neutral link, indicator lamp with switch holder bulb and single phase main switch etc. complete. |
| 72 | Supply,delivery, laying , jointing and testing of PVC/GI pipes specials including earthwork excavation refilling etc. 30 Mtr |
| 73 | Earth work excavation and deposting on bank with in inintial lead of 10m and initial left of 2mts in hard stiff clay, stiff black cotton soil, hard rd earth earth mixied with small size boulders and hard gravely soil as per |
| 74 | Supply of HDPE pipes inclding cost and conveyance of all materials to site and all labour charges etc., complete. |
| 75 | Labour charges for laying and jointing HDPE pipes including all lbaourcharges for laying pipes in proper alingement and gradient including cost of solvent cement etc., complete. |
| 76 | Refilling with excavated earth after laying of pipes including all labour chargessolvent cement etc., complete |
| 77 | Construction of Sealing Arrangements |
| 78 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B. |
| 79 | Plain Cement Concrete 1:4:8 (one cement four sand and eight aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 80 | Plain Cement Concrete 1:2:4 (one cement two sand and four aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 81 | Supplying and erecting Steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable sizse of BG.10 stiffened with welded MS angles etc. complete. |
| 82 | M.S.Cover plate for borewell |
| 83 | Provision for 20HBG Stones for Embeding |
| 84 | Provision for Name board |
| 85 | Providing New Bore Well, Motor & Pipe Line to the Existing 10000 Ltr OHT at Konampatti |
| 86 | Drilling of 150mm dia Borewell in Hard rock area |
| 87 | Geophysical survey charges |
| 88 | Over Burden soil for Insertion of Casing Pipe |
| 89 | Upto 150Mbelow Ground Level |
| 90 | From 151 upto 180m |
| 91 | 165mm O/D PVC Casing pipe |
| 92 | Supply, delivery & erection of Three phase Submersible pumpset |
| 93 | Supply and delivery of Three phaseSubmersible Pumpset (As per IS 8034) including all tax charges.Pumpset : 5.00 HP,Duty : 50 Lpm x 175 m |
| 94 | Three phase panel board with two level guard and auto starter including tax charges. |
| 95 | Supply and delivery of followingUPVC pipes and specials conforming to IS 694/1990 for UPVC Pipes IS 1239/1990 part I required for pumpset erection. |
| 96 | 4.00 sq.mm flat copper Submersible cable |
| 97 | 50mm UPVC Pipe |
| 98 | 40mm GI pipe |
| 99 | 40mmGI Elbow |
| 100 | 40mm GI Union |
| 101 | 40mm MS Clamp set |
| 102 | 40mm GM Non Return Valve |
| 103 | 20 mm PVC Pipe for Cable encasing including earth work, laying, refilling charges. |
| 104 | 20 mm PVC Elbow |
| 105 | 63 mm FTA/MTA |
| 106 | 7/20 copper wire for Service Connection (SD 65) |
| 107 | 25mm GI pipe for Service connection |
| 108 | Transport charges for All materials at the site. |
| 109 | Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps,valves,Panel Board |
| 110 | Supply, delivery and erection of EB meter board with supply and fixing of 16 amps fuse unit 1 No. copper neutral link, indicator lamp with switch holder bulb and single phase main switch etc. complete. |
| 111 | Supply,delivery, laying , jointing and testing of PVC/GI pipes specials including earthwork excavation refilling etc. 30 Mtr |
| 112 | Earth work excavation and deposting on bank with in inintial lead of 10m and initial left of 2mts in hard stiff clay, stiff black cotton soil, hard rd earth earth mixied with small size boulders and hard gravely soil as per |
| 113 | Supply of HDPE pipes inclding cost and conveyance of all materials to site and all labour charges etc., complete. |
| 114 | Labour charges for laying and jointing HDPE pipes including all lbaourcharges for laying pipes in proper alingement and gradient including cost of solvent cement etc., complete. |
| 115 | Refilling with excavated earth after laying of pipes including all labour chargessolvent cement etc., complete |
| 116 | Construction of Masonry Pedestal for housing the Panel boardof size : 1.2 x 0.60X 0.75m (For OHT) |
| 117 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B. |
| 118 | Plain Cement concrete 1:4:8 mix using 40mm ISS metal including all cost and conveyance of all materials to site and all labour charges etc complete. |
| 119 | Brick work CM 1:5 mix using good country bricks including cost and conveyance of all materials to site and all labour charges etc complete. |
| 120 | Plastering with cement 1:5-12mm thick includingcost and conveyance of al materials to site and all labour charges etc complete. |
| 121 | Supply and errection Centering for sides and soofits including necessary supports and struttings including cost and conveyance and all labour charges etc., complete |
| 122 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works etc., complete |
| 123 | Reinforced cement concrete 1:1.5:3 mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc., complete. |
| 124 | Suuply and fixing of Steel Door of sizes 1.20mm x 0.75mm in MS angle 40mm x 40m x 6mm, MS flat 25mm x 25mm x 6mm with MS sheet of 18 guage including ventilating arrangements using 20mm square MS rods with locking arrangements labour charges for cutting, welding, grinding, locking arrangements including locking arrangemts including two coats of approved enamel painting over one coats of priming etc., complete. |
| 125 | Painting two coats with approved Exterior Emulsion over one coat of priming over the cement plastered exposed surface of the Pedestal including cleaning, preparing the surface and curing etc. |
| 126 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of paint and all labour charges etc complete |
| 127 | Construction of Sealing Arrangements |
| 128 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B. |
| 129 | Plain Cement Concrete 1:4:8 (one cement four sand and eight aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 130 | Plain Cement Concrete 1:2:4 (one cement two sand and four aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 131 | Supplying and erecting Steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable sizse of BG.10 stiffened with welded MS angles etc. complete. |
| 132 | M.S.Cover plate for borewell |
| 133 | Provision for 20HBG Stones for Embeding |
| 134 | Provision for Name board |
| 135 | Providing New 10000 Ltr Over Head Tank, Bore Well, Motor and Pipe Line at Old Konampatti - 9 - Stage |
| 136 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 137 | For Column (0.00-0.30m) |
| 138 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting |
| 139 | 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. below 1.50 m from GL. - FOR FOOTING |
| 140 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 141 | Column footing below 1.50 m from GL |
| 142 | Coloumn below GL upto 1.50 m |
| 143 | Column above GL upto 4.50 m |
| 144 | Column above 4.50 m upto 7.32 m |
| 145 | Column above 7.32 m upto 10.98 m |
| 146 | Braces at GL |
| 147 | Braces at 2.60 m from GL |
| 148 | Braces at 6.00 m from GL |
| 149 | Floor beam at 9.0m from G.L. Floor slab from 9.00m to 10.98m above G.L. Side wall from 9.15 m to 10.98 m above GL Haunch from 9.15 m to 10.98 m above G.L. |
| 150 | Side wall from 10.98 m to 14.64 m above GL / Roof slab at 11.60 m above G.L. |
| 151 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B |
| 152 | Column footing (plane surface) |
| 153 | Square Column: |
| 154 | Colum above 3.3m to 4.3 ht from GL |
| 155 | Column above 4.30 m upto 5.30 m |
| 156 | Column above 5.30 m upto 6.30 m |
| 157 | Column above 6.30 m upto 7.30 m |
| 158 | Column above 7.30 m upto 8.30 m |
| 159 | Column above 8.30 m upto 9.30 m |
| 160 | Plain Surface |
| 161 | Brace at Ground Level |
| 162 | Brace at 2.60 m above Ground Level |
| 163 | Brace at 6.00 m above Ground Level |
| 164 | Floor beam sides from 8.75 m to 9.30 m above GL - Inside |
| 165 | Floor slab and working platform at 9.00 m above G.L.. |
| 166 | Roof slab at0- 3.30 m above floor slab |
| 167 | Floor slab upto 3.30 m above plateform, Inner, Ohter Face, Platform |
| 168 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. |
| 169 | Exterior Emulsion Painting two coats overNew Cement Plastered surface usingExterior Emulsion Paint including with Priming one coat cost and conveyance of paint and all labour charges etc complete. |
| 170 | Supplying and fixing of cutstone in C M 1:3 below inlet pipe |
| 171 | Supply and Fixing of GI pipes for OHT connections including civil works |
| 172 | Supply,delivery and fixing in position of MS ladder outside the Service reservoir |
| 173 | Supplying and fixing of CI manhole cover with frame of size 0.60m X 0.60m |
| 174 | Supplying andfixing of 100 mm dia AC Cowl for ventilators on the roof slab |
| 175 | Providing RCC ladder inside the tank |
| 176 | Providing Inline Cholorination |
| 177 | Construction of Platform arrangements including all charges etc., complete |
| 178 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laidin layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 179 | Brik work in CM 1:5 mix using good country bricks including cost and conveyance of all materials to site and all labour charge etc., complete |
| 180 | Plastering with cment 1:5-12mm thic including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 181 | Provision for Soak pitarrangements |
| 182 | Drilling of 150mm dia Borewell in Hard rock area |
| 183 | Geophysical survey charges |
| 184 | Over Burden soil for Insertion of Casing Pipe |
| 185 | Upto 150Mbelow Ground Level |
| 186 | 165mm O/D PVC Casing pipe |
| 187 | Supply, delivery & erection of Three phase Submersible pumpset |
| 188 | Supply and delivery of Three phaseSubmersible Pumpset (As per IS 8034) including all tax charges.Pumpset : 5.00 HP,Duty : 50 Lpm x 175 m |
| 189 | Three phase panel board with two level guard and auto starter including tax charges. |
| 190 | Supply and delivery of followingUPVC pipes and specials conforming to IS 694/1990 for UPVC Pipes IS 1239/1990 part I required for pumpset erection. |
| 191 | 4.00 sq.mm flat copper Submersible cable |
| 192 | 50mm UPVC Pipe |
| 193 | 40mm GI pipe |
| 194 | 40mmGI Elbow |
| 195 | 40mm GI Union |
| 196 | 40mm MS Clamp set |
| 197 | 40mm GM Non Return Valve |
| 198 | 20 mm PVC Pipe for Cable encasing including earth work, laying, refilling charges. |
| 199 | 20 mm PVC Elbow |
| 200 | 63 mm FTA/MTA |
| 201 | 7/20 copper wire for Service Connection (SD 65) |
| 202 | 25mm GI pipe for Service connection |
| 203 | Transport charges for All materials at the site. |
| 204 | Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps,valves,Panel Board |
| 205 | Supply, delivery and erection of EB meter board with supply and fixing of 16 amps fuse unit 1 No. copper neutral link, indicator lamp with switch holder bulb and single phase main switch etc. complete. |
| 206 | Supply,delivery, laying , jointing and testing of PVC/GI pipes specials including earthwork excavation refilling etc. 30 Mtr |
| 207 | Earth work excavation and deposting on bank with in inintial lead of 10m and initial left of 2mts in hard stiff clay, stiff black cotton soil, hard rd earth earth mixied with small size boulders and hard gravely soil as per |
| 208 | Supply of HDPE pipes inclding cost and conveyance of all materials to site and all labour charges etc., complete. |
| 209 | Labour charges for laying and jointing HDPE pipes including all lbaourcharges for laying pipes in proper alingement and gradient including cost of solvent cement etc., complete. |
| 210 | Refilling with excavated earth after laying of pipes including all labour chargessolvent cement etc., complete |
| 211 | Construction of Sealing Arrangements |
| 212 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B. |
| 213 | Plain Cement Concrete 1:4:8 (one cement four sand and eight aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 214 | Plain Cement Concrete 1:2:4 (one cement two sand and four aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 215 | Supplying and erecting Steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable sizse of BG.10 stiffened with welded MS angles etc. complete. |
| 216 | M.S.Cover plate for borewell |
| 217 | Provision for 20HBG Stones for Embeding |
| 218 | Provision for Name board |
| 219 | 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
Mar 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 03, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 03, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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