Implementation Of Jal Jeevan Mission ( Svs ) To Provide Functional Household Tap Connection To Rural Households In Ashesham, Edayarnatham, Karnnavur And Sudarakkottai Village Panchayats In Mannargudi Block At Tiruvarur District Year 2022-23 Pack
Tender Value
91.90 Lakhs
Estimated cost
Bid Submission
03 Aug 2022
0 days left
EMD
96500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
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Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mannargudi → Tamil Nadu
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Implementation Of Jal Jeevan Mission ( Svs ) To Provide Functional Household Tap Connection To Rural Households In Ashesham, Edayarnatham, Karnnavur And Sudarakkottai Village Panchayats In Mannargudi Block At Tiruvarur District Year 2022-23 Package 3
BOQ
| Sl. No. | Item Description |
| 1 | 1. Providing extension ofpipeline ,replacement of pipe line &fhtc for singankulam habitation AsheshamPanchayat |
| 2 | EXTENSION OF PIPELINE |
| 3 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 4 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 5 | 63 mm PVC Rigid Pipes (4 Kg) |
| 6 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 7 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 8 | 90mm, 75mm, 63 mm PVC Rigid Pipes |
| 9 | Solvent cement |
| 10 | 63mm PVC TEE |
| 11 | 63mm PVC Elbow |
| 12 | 63mm PVC End cap |
| 13 | REPLACEMENT OF PIPE LINE |
| 14 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 15 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 16 | 63mm PVC Rigid Pipes (4 Kg) |
| 17 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 18 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 19 | 75mm PVC Rigid Pipes (4 Kg) |
| 20 | Solvent cement |
| 21 | 63mm PVC TEE |
| 22 | 63mm PVC Elbow |
| 23 | FHTC |
| 24 | Earthwork Excavation |
| 25 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) |
| 26 | Connection for Saddle (0.75 x 0.75 x 1.05) |
| 27 | Laying of Pipes |
| 28 | 25 mm dia Pipes |
| 29 | Labour for Refilling with Excavated soil including all Conveyance |
| 30 | Labour for Refilling with Excavated soil including all Conveyance |
| 31 | House service Connection |
| 32 | Electrofusion tapping saddle for 20 mm |
| 33 | Poly Propylene Compression Female Threaded Adaptor for 25mm |
| 34 | Poly Propylene 90 DegreeCompression Elbow for 25mm |
| 35 | PVC 25 mmpvc elbow (pwd page 107) |
| 36 | pvc 25mm pvc coupler (pwd page 108) |
| 37 | pvc reducer 25mm x 20mm(pwd pag 48) |
| 38 | brass chomium plate screw down tap 15/12mm dia (heavy pwd page 48) |
| 39 | supplying and fixing of rcc support piller &platform (0.75 x 0.75) |
| 40 | supplying 25mm dia pvc pipes |
| 41 | 25 mm dia PVC Pipes (pwd page 99) |
| 42 | 25 mm dia GI Pipes (pwd page 99) |
| 43 | Provision for Flow Control Valve |
| 44 | End cap |
| 45 | Road crossing using jumber for FHTC pipe line including all charges |
| 46 | Road crossing using jumber for FHTC pipe line including all charges |
| 47 | FHTC |
| 48 | 25mm dia pvc pipe |
| 49 | 25mm dia pipe laying |
| 50 | provision for Name board charges |
| 51 | provision for photocharges |
| 52 | 2. Construction of new 10000 lit OHT providing replacement of pipeline & FHTC for Edayarnatham in Edayarnatham panchayat |
| 53 | NEW 10000ltr OHT |
| 54 | Earthwork excavation and deposting of bank at initial lead and lift including all labour charges etc.., completed |
| 55 | Sand filling for platform including all material at worksite and labour charges etc.., completed |
| 56 | Cement concrete 1:4:8 using40 mm DIA metal including cost and all labour charges and removing depris from the work site etc, complete., |
| 57 | Cement concrete (M30)1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 58 | For raft below 1.50-4.50m |
| 59 | For raft below 0-1.50m |
| 60 | For raft below 0 to 4.50 |
| 61 | 4.505 to 6.50m from GL |
| 62 | 6.35 to 8.55 m from GL |
| 63 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). |
| 64 | plane surface - below gl |
| 65 | for coloumn footing and GL BRACE |
| 66 | For brace and middle brace B1 |
| 67 | FORfloor beam and bottom floor slab |
| 68 | for side wall and roof slab sides hanch |
| 69 | For colounm below |
| 70 | for gl 3.30m |
| 71 | for colunm 3.505 to 4.505m |
| 72 | for colunm4.505to 5.505m |
| 73 | for column 5.505 to 6.505m |
| 74 | for column 6.505to 6.71m |
| 75 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification. |
| 76 | Exterior emulson two coats with emulsion paint over the Emulsion Primer Coat including cost and conveyance of material with all labour charges etc., Complete. |
| 77 | Fabrication,Supply , delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mmc/c welded, joinded etc. |
| 78 | Providing and fixing of RCC access ladder in RCC 1:1:5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete. |
| 79 | ProvidingPVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. |
| 80 | Providingmanhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. |
| 81 | Painting and lettering the Name board and stanted specification etc comple |
| 82 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 83 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 84 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete.(6kgs) |
| 85 | 63mm PVC Rigid Pipes |
| 86 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 87 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 88 | 63mm PVC Rigid Pipes |
| 89 | 63mm pvc bend |
| 90 | 63mm pvc Tee |
| 91 | 63mm pvc End cap |
| 92 | Provision for soak pit arrangement |
| 93 | provision for public foundations |
| 94 | 50mmdiaGI pipes for tank connection |
| 95 | 50mmdiaG.m gate valve |
| 96 | 50mmdiaGI non return valve |
| 97 | 50mmdiaGI coupling |
| 98 | 50mmdiaGI elbow |
| 99 | 50mmdiaGI bend |
| 100 | 50mmdiaGI flange set |
| 101 | 50mmdiaGI union |
| 102 | Provision for GI pipe line work including cutting ,threading&fixing charges |
| 103 | New Pump Room |
| 104 | Providing pile foundation with RCC 1:1.5:3 mix using 0.23 m dia including pile driving , cost of all matetials & labour charges etc complete |
| 105 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 106 | Filling with good river sand including cost, conveyance for all materials& labour charges etc complete., |
| 107 | Cement concrete 1:4:8 using40 mm HBG metal including cost and all labour charges and removing depris from the work site etc, complete., |
| 108 | CC 1:1:5:3 mix using 20mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 109 | Brick work in CM 1:5 mix using country bricks of size 83/4\"x 41/4\" x 21/4\" including cost, conveyance & labour charges etc complete |
| 110 | grade beam |
| 111 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etc using mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild., |
| 112 | PlasteringCM 1:3 mix 10 mm thick including cost and all labour charges and removing depris from the work site etc, complete., |
| 113 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floor etc, |
| 114 | Plastering with CM 1:5,12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. |
| 115 | Finishing the top of roof with one course of PRESSED TILES of size 23 cm X 23 cm X 2 cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound conforming to I.S. at 2% by weight of cement |
| 116 | Supply and fixing of NEW steel doorand windowinculding cost and conveyance of all materials to site and all loboure charges etccomplete |
| 117 | jolly |
| 118 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS Metalto 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing , laying, curing etc complete for 10cum |
| 119 | White washing two coats with best shell lime including cost and conveyance of material with all labour charges etc., complete . |
| 120 | Exterior emulson two coats with emulsion paint over the Emulsion Primer Coat including cost and conveyance of material with all labour charges etc., Complete. |
| 121 | Painting two coats over old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., withbest approved best quality of synthetic enamel paint of approved colour over the existing priming coat etc., complete complying with stan |
| 122 | Supply and fixing of Main with fuse Unitincluding cost and conveyance of all labour charges etc |
| 123 | light poit |
| 124 | plug point |
| 125 | CFL light |
| 126 | meter board |
| 127 | DPIC Switch 16 Amps |
| 128 | service pipe |
| 129 | service wire |
| 130 | earthing arangements |
| 131 | provision for EB service deposit |
| 132 | New Borewell |
| 133 | Conducting Geophysical Survey in Fixing the Location |
| 134 | Drilling of borewell anywhere in Tiruvarur dt incl transportation from one place to another with in Tiruvarur dist in allvial soil or sedimentary stata of clay and sand stone shale pebbles, boulers etc By first taking a piolt bore of 140/150mm Odand then enlarging to required dia by direct or reverse rotary mud, circulation method, using Rotary rigs,fuel,labour and drilling bentonite and water required for drilling at site. Site will be shown by the Department officers including construction of mud pit |
| 135 | 0m-60m |
| 136 | 60m-90m |
| 137 | 90m-120m |
| 138 | Reaming of 150mm dia bore to 300mm dia bore as directed by the Department Officers. |
| 139 | 0m-60m |
| 140 | 60m-90m |
| 141 | 90m-120m |
| 142 | Labour charges for inserting PVC casingpipe (with slot or without slot) in drilled hole incl jointing the pipes with pvc coupler with cement paste etc complete. and supplying and packing the annular space with pebbles of size and quality as approved by the Department officers |
| 143 | 150 mm OD PVC casing pipe plain |
| 144 | 150 mm OD PVC pipe slot |
| 145 | 150 mm OD PVC End cap |
| 146 | Charges for developing the bore well by required air commpresser of 300 cfm capacity ( minimum 8 Hours) including cost of fuel, transfort, crews erc., complete. |
| 147 | Cost and Supply of 65mm Dia HDPE Pipes for Submersible Pump in Bore |
| 148 | Submersible Pumpset |
| 149 | Supply and delivery of vertical wet type sunmersible pumpset (2HP) capable of discharging any of the following pumpage in lpm against note head in m suitable for erection into the borewell / inf.well/openwell with stainless steel shaft , bronze impeller and starter |
| 150 | Supply delivery and erection of submersible pumpset of 22 LPM X 47 Headset as per SOR TWAD - Page 104 |
| 151 | Supply delivery of 3 phase panel Board D.O.L with two level guard and auto start confirming to IS Specification for 2HP pumpset . TWAD SOR Page 117 |
| 152 | Supply & Devliery of 1.1 kv Grade , PVC Insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motorerected in borewell |
| 153 | 4Sq.mm copper cable page 109 II sl no 2 |
| 154 | Labour charges for erection of new submersible pump set in the bore well including fixing andjointingof submersible cable with clamps to the required depth, valves and erection panel board control room twin earthing as per I.E Rules Including cost of civil works |
| 155 | Upto 5 HP |
| 156 | EXTENSION OF PIPELINE |
| 157 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 158 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 159 | 63 mm PVC Rigid Pipes (4 Kg) |
| 160 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 161 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 162 | 90mm, 75mm, 63 mm PVC Rigid Pipes |
| 163 | Solvent cement |
| 164 | 90mm PVC TEE |
| 165 | 63mm PVC elbow |
| 166 | 90mm PVC end cap |
| 167 | REPLACEMENT OF PIPE LINE |
| 168 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 169 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 170 | 63mm PVC Rigid Pipes (4 Kg) |
| 171 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 172 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 173 | 63mm PVC Rigid Pipes (4 Kg) |
| 174 | Solvent cement |
| 175 | 63mm PVC TEE |
| 176 | 63mm PVC Elbow |
| 177 | 63mm PVC End cap |
| 178 | FHTC |
| 179 | Earthwork Excavation |
| 180 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) |
| 181 | Connection for Saddle (0.75 x 0.75 x 1.05) |
| 182 | Laying of Pipes |
| 183 | 25 mm dia Pipes |
| 184 | Labour for Refilling with Excavated soil including all Conveyance |
| 185 | Labour for Refilling with Excavated soil including all Conveyance |
| 186 | House service Connection |
| 187 | Electrofusion tapping saddle for 20 mm |
| 188 | Poly Propylene Compression Female Threaded Adaptor for 25mm |
| 189 | Poly Propylene 90 DegreeCompression Elbow for 25mm |
| 190 | PVC 25 mmpvc elbow (pwd page 107) |
| 191 | pvc 25mm pvc coupler (pwd page 108) |
| 192 | pvc reducer 25mm x 20mm(pwd pag 48) |
| 193 | brass chomium plate screw down tap 15/12mm dia (heavy pwd page 48) |
| 194 | supplying and fixing of rcc support piller &platform (0.75 x 0.75) |
| 195 | supplying 25mm dia pvc pipes |
| 196 | 25 mm dia PVC Pipes (pwd page 99) |
| 197 | 25 mm dia GI Pipes (pwd page 99) |
| 198 | Provision for Flow Control Valve |
| 199 | End cap |
| 200 | provition for electrical chlorination charges @30000 lit capacity |
| 201 | provition for water Meter |
| 202 | Road crossing using jumber for FHTC pipe line including all charges |
| 203 | Road crossing using jumber for FHTC pipe line including all charges |
| 204 | FHTC |
| 205 | 25mm dia pvc pipe |
| 206 | 25mm dia pipe laying |
| 207 | provision for Name board charges |
| 208 | provision for photocharges |
| 209 | 3. Construction of new 10000 lit OHT ,providing replacement of pipeline ,extension of pipe line &FHTC for keelanathamin Edayarnatham panchayat |
| 210 | NEW 10000ltr OHT |
| 211 | Earthwork excavation and deposting of bank at initial lead and lift including all labour charges etc.., completed |
| 212 | Sand filling for platform including all material at worksite and labour charges etc.., completed |
| 213 | Cement concrete 1:4:8 using40 mm DIA metal including cost and all labour charges and removing depris from the work site etc, complete., |
| 214 | Cement concrete (M30)1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 215 | For raft below 1.50-4.50m |
| 216 | For raft below 0-1.50m |
| 217 | For raft below 0 to 4.50 |
| 218 | 4.505 to 6.50m from GL |
| 219 | 6.35 to 8.55 m from GL |
| 220 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). |
| 221 | plane surface - below gl |
| 222 | for coloumn footing and GL BRACE |
| 223 | For brace and middle brace B1 |
| 224 | FORfloor beam and bottom floor slab |
| 225 | for side wall and roof slab sides hanch |
| 226 | For colounm below |
| 227 | for gl 3.30m |
| 228 | for colunm 3.505 to 4.505m |
| 229 | for colunm4.505to 5.505m |
| 230 | for column 5.505 to 6.505m |
| 231 | for column 6.505to 6.71m |
| 232 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification. |
| 233 | Exterior emulson two coats with emulsion paint over the Emulsion Primer Coat including cost and conveyance of material with all labour charges etc., Complete. |
| 234 | Fabrication,Supply , delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mmc/c welded, joinded etc. |
| 235 | Providing and fixing of RCC access ladder in RCC 1:1:5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete. |
| 236 | ProvidingPVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. |
| 237 | Providingmanhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. |
| 238 | Painting and lettering the Name board and stanted specification etc comple |
| 239 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 240 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 241 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete.(6kgs) |
| 242 | 63mm PVC Rigid Pipes |
| 243 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 244 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 245 | 63mm PVC Rigid Pipes |
| 246 | 63mm pvc bend |
| 247 | 63mm pvc Tee |
| 248 | 63mm pvc End cap |
| 249 | Provision for soak pit arrangement |
| 250 | provision for public foundations |
| 251 | 50mmdiaGI pipes for tank connection |
| 252 | 50mmdiaG.m gate valve |
| 253 | 50mmdiaGI non return valve |
| 254 | 50mmdiaGI coupling |
| 255 | 50mmdiaGI elbow |
| 256 | 50mmdiaGI bend |
| 257 | 50mmdiaGI flange set |
| 258 | 50mmdiaGI union |
| 259 | Provision for GI pipe line work including cutting ,threading&fixing charges |
| 260 | New Pump Room |
| 261 | Providing pile foundation with RCC 1:1.5:3 mix using 0.23 m dia including pile driving , cost of all matetials & labour charges etc complete |
| 262 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 263 | Filling with good river sand including cost, conveyance for all materials& labour charges etc complete., |
| 264 | Cement concrete 1:4:8 using40 mm HBG metal including cost and all labour charges and removing depris from the work site etc, complete., |
| 265 | CC 1:1:5:3 mix using 20mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 266 | Brick work in CM 1:5 mix using country bricks of size 83/4\"x 41/4\" x 21/4\" including cost, conveyance & labour charges etc complete |
| 267 | grade beam |
| 268 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etc using mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild., |
| 269 | PlasteringCM 1:3 mix 10 mm thick including cost and all labour charges and removing depris from the work site etc, complete., |
| 270 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floor etc, |
| 271 | Plastering with CM 1:5,12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. |
| 272 | Finishing the top of roof with one course of PRESSED TILES of size 23 cm X 23 cm X 2 cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound conforming to I.S. at 2% by weight of cement |
| 273 | Supply and fixing of NEW steel doorand windowinculding cost and conveyance of all materials to site and all loboure charges etccomplete |
| 274 | jolly |
| 275 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS Metalto 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing , laying, curing etc complete for 10cum |
| 276 | White washing two coats with best shell lime including cost and conveyance of material with all labour charges etc., complete . |
| 277 | Exterior emulson two coats with emulsion paint over the Emulsion Primer Coat including cost and conveyance of material with all labour charges etc., Complete. |
| 278 | Painting two coats over old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., withbest approved best quality of synthetic enamel paint of approved colour over the existing priming coat etc., complete complying with stan |
| 279 | Supply and fixing of Main with fuse Unitincluding cost and conveyance of all labour charges etc |
| 280 | light poit |
| 281 | plug point |
| 282 | CFL light |
| 283 | meter board |
| 284 | DPIC Switch 16 Amps |
| 285 | service pipe |
| 286 | service wire |
| 287 | earthing arangements |
| 288 | provision for EB service deposit |
| 289 | New Borewell |
| 290 | Conducting Geophysical Survey in Fixing the Location |
| 291 | Drilling of borewell anywhere in Tiruvarur dt incl transportation from one place to another with in Tiruvarur dist in allvial soil or sedimentary stata of clay and sand stone shale pebbles, boulers etc By first taking a piolt bore of 140/150mm Odand then enlarging to required dia by direct or reverse rotary mud, circulation method, using Rotary rigs,fuel,labour and drilling bentonite and water required for drilling at site. Site will be shown by the Department officers including construction of mud pit |
| 292 | 0m-60m |
| 293 | 60m-90m |
| 294 | 90m-120m |
| 295 | Reaming of 150mm dia bore to 300mm dia bore as directed by the Department Officers. |
| 296 | 0m-60m |
| 297 | 60m-90m |
| 298 | 90m-120m |
| 299 | Labour charges for inserting PVC casingpipe (with slot or without slot) in drilled hole incl jointing the pipes with pvc coupler with cement paste etc complete. and supplying and packing the annular space with pebbles of size and quality as approved by the Department officers |
| 300 | 150 mm OD PVC casing pipe plain |
| 301 | 150 mm OD PVC pipe slot |
| 302 | 150 mm OD PVC End cap |
| 303 | Charges for developing the bore well by required air commpresser of 300 cfm capacity ( minimum 8 Hours) including cost of fuel, transfort, crews erc., complete. |
| 304 | Cost and Supply of 65mm Dia HDPE Pipes for Submersible Pump in Bore |
| 305 | Submersible Pumpset |
| 306 | Supply and delivery of vertical wet type sunmersible pumpset (2HP) capable of discharging any of the following pumpage in lpm against note head in m suitable for erection into the borewell / inf.well/openwell with stainless steel shaft , bronze impeller and starter |
| 307 | Supply delivery and erection of submersible pumpset of 22 LPM X 47 Headset as per SOR TWAD - Page 104 |
| 308 | Supply delivery of 3 phase panel Board D.O.L with two level guard and auto start confirming to IS Specification for 2HP pumpset . TWAD SOR Page 117 |
| 309 | Supply & Devliery of 1.1 kv Grade , PVC Insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motorerected in borewell |
| 310 | 4Sq.mm copper cable page 109 II sl no 2 |
| 311 | Labour charges for erection of new submersible pump set in the bore well including fixing andjointingof submersible cable with clamps to the required depth, valves and erection panel board control room twin earthing as per I.E Rules Including cost of civil works |
| 312 | Upto 5 HP |
| 313 | EXTENSION OF PIPELINE |
| 314 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 315 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 316 | 63 mm PVC Rigid Pipes (4 Kg) |
| 317 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 318 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 319 | 90mm, 75mm, 63 mm PVC Rigid Pipes |
| 320 | Solvent cement |
| 321 | 90mm PVC TEE |
| 322 | 63mm PVC elbow |
| 323 | 90mm PVC end cap |
| 324 | REPLACEMENT OF PIPE LINE |
| 325 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 326 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 327 | 63mm PVC Rigid Pipes (4 Kg) |
| 328 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 329 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 330 | 63mm PVC Rigid Pipes (4 Kg) |
| 331 | Solvent cement |
| 332 | 63mm PVC TEE |
| 333 | 63mm PVC Elbow |
| 334 | 63mm PVC End cap |
| 335 | FHTC |
| 336 | Earthwork Excavation |
| 337 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) |
| 338 | Connection for Saddle (0.75 x 0.75 x 1.05) |
| 339 | Laying of Pipes |
| 340 | 25 mm dia Pipes |
| 341 | Labour for drilling ,cutting,Threading and fixing Ferrules in Distribution pipes |
| 342 | Labour for Refilling with Excavated soil including all Conveyance |
| 343 | Labour for Refilling with Excavated soil including all Conveyance |
| 344 | House service Connection |
| 345 | Electrofusion tapping saddle for 20 mm |
| 346 | Poly Propylene Compression Female Threaded Adaptor for 25mm |
| 347 | Poly Propylene 90 DegreeCompression Elbow for 25mm |
| 348 | PVC 25 mmpvc elbow (pwd page 107) |
| 349 | pvc 25mm pvc coupler (pwd page 108) |
| 350 | pvc reducer 25mm x 20mm(pwd pag 48) |
| 351 | brass chomium plate screw down tap 15/12mm dia (heavy pwd page 48) |
| 352 | supplying and fixing of rcc support piller &platform (0.75 x 0.75) |
| 353 | supplying 25mm dia pvc pipes |
| 354 | 25 mm dia PVC Pipes (pwd page 99) |
| 355 | 25 mm dia GI Pipes (pwd page 99) |
| 356 | Provision for Flow Control Valve |
| 357 | End cap |
| 358 | provition for electrical chlorination charges @30000 lit capacity |
| 359 | Road crossing using jumber for FHTC pipe line including all charges |
| 360 | Road crossing using jumber for FHTC pipe line including all charges |
| 361 | FHTC |
| 362 | 25mm dia pvc pipe |
| 363 | 25mm dia pipe laying |
| 364 | provision for Name board charges |
| 365 | provision for photocharges |
| 366 | 4.Extension of new pipe line replacement &FHTC @ vadakku udaiyarmaniyampanchayat |
| 367 | EXTENSION OF PIPELINE |
| 368 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 369 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 370 | 63 mm PVC Rigid Pipes (4 Kg) |
| 371 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 372 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 373 | 90mm, 75mm, 63 mm PVC Rigid Pipes |
| 374 | Solvent cement |
| 375 | 90mm PVC TEE |
| 376 | 63mm PVC elbow |
| 377 | 90mm PVC end cap |
| 378 | REPLACEMENT OF PIPE LINE |
| 379 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 380 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 381 | 63mm PVC Rigid Pipes (4 Kg) |
| 382 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 383 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 384 | 63mm PVC Rigid Pipes (4 Kg) |
| 385 | Solvent cement |
| 386 | 63mm PVC TEE |
| 387 | 63mm PVC Elbow |
| 388 | 63mm PVC End cap |
| 389 | FHTC |
| 390 | Earthwork Excavation |
| 391 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) |
| 392 | Connection for Saddle (0.75 x 0.75 x 1.05) |
| 393 | Laying of Pipes |
| 394 | 25 mm dia Pipes |
| 395 | Labour for Refilling with Excavated soil including all Conveyance |
| 396 | Labour for Refilling with Excavated soil including all Conveyance |
| 397 | House service Connection |
| 398 | Electrofusion tapping saddle for 20 mm |
| 399 | Poly Propylene Compression Female Threaded Adaptor for 25mm |
| 400 | Poly Propylene 90 DegreeCompression Elbow for 25mm |
| 401 | PVC 25 mmpvc elbow (pwd page 107) |
| 402 | pvc 25mm pvc coupler (pwd page 108) |
| 403 | pvc reducer 25mm x 20mm(pwd pag 48) |
| 404 | brass chomium plate screw down tap 15/12mm dia (heavy pwd page 48) |
| 405 | supplying and fixing of rcc support piller &platform (0.75 x 0.75) |
| 406 | supplying 25mm dia pvc pipes |
| 407 | 25 mm dia PVC Pipes (pwd page 99) |
| 408 | 25 mm dia GI Pipes (pwd page 99) |
| 409 | Provision for Flow Control Valve |
| 410 | End cap |
| 411 | Road crossing using jumber for FHTC pipe line including all charges |
| 412 | Road crossing using jumber for FHTC pipe line including all charges |
| 413 | FHTC |
| 414 | 25mm dia pvc pipe |
| 415 | 25mm dia pipe laying |
| 416 | provision for Name board charges |
| 417 | provision for photocharges |
| 418 | 5. REPLACEMENT pipe line replacement &FHTC @ sudarakkottai in sundarakottaipanchayat |
| 419 | REPLACEMENT OF PIPE LINE |
| 420 | Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils. |
| 421 | Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (6kgs) |
| 422 | 63mm PVC Rigid Pipes (4 Kg) |
| 423 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. |
| 424 | Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied. |
| 425 | 63mm PVC Rigid Pipes (4 Kg) |
| 426 | Solvent cement |
| 427 | 63mm PVC TEE |
| 428 | 63mm PVC Elbow |
| 429 | 63mm PVC End cap |
| 430 | FHTC |
| 431 | Earthwork Excavation |
| 432 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) |
| 433 | Connection for Saddle (0.75 x 0.75 x 1.05) |
| 434 | Laying of Pipes |
| 435 | 25 mm dia Pipes |
| 436 | Labour for Refilling with Excavated soil including all Conveyance |
| 437 | Labour for Refilling with Excavated soil including all Conveyance |
| 438 | House service Connection |
| 439 | Electrofusion tapping saddle for 20 mm |
| 440 | Poly Propylene Compression Female Threaded Adaptor for 25mm |
| 441 | Poly Propylene 90 DegreeCompression Elbow for 25mm |
| 442 | PVC 25 mmpvc elbow (pwd page 107) |
| 443 | pvc 25mm pvc coupler (pwd page 108) |
| 444 | pvc reducer 25mm x 20mm(pwd pag 48) |
| 445 | brass chomium plate screw down tap 15/12mm dia (heavy pwd page 48) |
| 446 | supplying and fixing of rcc support piller &platform (0.75 x 0.75) |
| 447 | supplying 25mm dia pvc pipes |
| 448 | 25 mm dia PVC Pipes (pwd page 99) |
| 449 | 25 mm dia GI Pipes (pwd page 99) |
| 450 | Provision for Flow Control Valve |
| 451 | End cap |
| 452 | Road Cutting |
| 453 | Labour Chages For Open Cutting for Roads including allChages etc |
| 454 | cc road |
| 455 | Labour Chages For Open Cutting for Roads including allChages etc |
| 456 | BT Road |
| 457 | FHTC |
| 458 | 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 |
| 459 | CC Road, BT Road and FHTC |
| 460 | 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 |
| 461 | CC Road, BT Road and FHTC |
| 462 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. |
| 463 | CC Road, BT Road and FHTC |
| 464 | provision for Name board charges |
| 465 | provision for photocharges |
| 466 | 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
Jul 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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