Implementation Of Jal Jeevan Mission To Provide Functional Household Tap Connection To Rural Households In Aravoor , Chandrasekarapuram , Kottaiyur And Tholuvur Village Panchayats In Valangaiman Panchayat Union At Tiruvarur District Pack -22 Implement
Tender Value
74.96 Lakhs
Estimated cost
Bid Submission
04 Aug 2020
0 days left
EMD
78000
Bank guarantee accepted
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Ref. Documents
Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Valangaiman → Tamil Nadu
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Not Available
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Not Available
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Address
Project Description
Implementation Of Jal Jeevan Mission To Provide Functional Household Tap Connection To Rural Households In Aravoor , Chandrasekarapuram , Kottaiyur And Tholuvur Village Panchayats In Valangaiman Panchayat Union At Tiruvarur District Pack -22 Implementation Of Jal Jeevan Mission To Provide Functional Household Tap Connection To Rural Households In Aravoor , Chandrasekarapuram , Kottaiyur And Tholuvur Village Panchayats In Valangaiman Panchayat Union At Tiruvarur District For The Year 20-2
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Jul-2020 | Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Aravoor, Chandrasekarapuram, Kottaiyur and Tholuvur Village Panchayats in Valangaiman Panchay | Date | 30-Jul-2020 |
| 2 | 30-Jul-2020 | Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Aravoor, Chandrasekarapuram, Kottaiyur and Tholuvur Village Panchayats in Valangaiman Panchay | Date | 04-Aug-2020 |
BOQ
| Name of Work: Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Aravoor , Chandrasekarapuram, Kottaiyur , and Tholuvur Village Panchayats in Valangaiman Panchayat Union at Tiruvarur District for the year 2020-21. Package No:22/JJM/VLM/2020-2021 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | VEPPATHANGUDI HABITATION IN ARAVOOR PANCHAYAT. | |||
| 2 | 2 | EXTENSION OF PIPE LINE | |||
| 3 | 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. | 743.4 | Rm | |
| 4 | 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) | 1180 | Rm | |
| 5 | 5 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 739.72 | Cu.m | |
| 6 | 6 | 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. | |||
| 7 | 7 | 63 mm PVC Rigid Pipes (4 Kg) | 1180 | Rm | |
| 8 | 8 | Solvent cement | 1.18 | No | |
| 9 | 9 | 63mm PVC TEE | 1 | No | |
| 10 | 10 | 63mm PVC Elbow | 5 | No | |
| 11 | 11 | 63mm PVC End Cap | 2 | No | |
| 12 | 12 | Public Fountain | 5 | No | |
| 13 | 13 | Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2 | 2 | No | |
| 14 | 14 | FHTC | |||
| 15 | 15 | Earthwork Excavation | |||
| 16 | 16 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) | 316.91 | Rm | |
| 17 | 17 | Connection for Saddle (0.75 x 0.75 x 1.05) | 39.53 | Rm | |
| 18 | 18 | Laying of Pipes | |||
| 19 | 19 | 25 mm dia Pipes | 636.5 | Rm | |
| 20 | 20 | Labour for drilling ,cutting,Threading and fixing Ferrules in Distribution pipes | |||
| 21 | 21 | 25 mm dia Pipes | 67 | Each | |
| 22 | 22 | 25 mm Tee | 67 | Nos | |
| 23 | 23 | End cap | 67 | Nos | |
| 24 | 24 | Labour for Refilling with Excavated soil including all Conveyance | 316.91 | Cum | |
| 25 | 25 | House service Connection | |||
| 26 | 26 | Electrofusion tapping saddle for 25 mm | 67 | Nos | |
| 27 | 27 | Brass Ferrule for 25 mm | 67 | Nos | |
| 28 | 28 | Poly Propylene Compression Female Threaded Adaptor for 25mm | 67 | Nos | |
| 29 | 29 | Poly Propylene 90 Degree Compression Elbow for 25mm | 67 | Nos | |
| 30 | 30 | Poly Propylene Compression Threaded GI Elbow for 25mm X 20mm | 67 | Nos | |
| 31 | 31 | U PVC ball valve for 25 mm | 67 | Nos | |
| 32 | 32 | Special Clamp,Teak wood plugs and Screws,Bounding Solvent | 67 | Each | |
| 33 | 33 | Supply of 25mm dia Pipes | |||
| 34 | 34 | 25 mm dia PVC Pipes | 502.5 | Rm | |
| 35 | 35 | 25 mm dia GI Pipes | 134 | Rm | |
| 36 | 36 | Provision for Flow Control Valve | 67 | Nos | |
| 37 | 37 | NEW BORE WELL | |||
| 38 | 38 | Conducting Geophysical Survey in Fixing the Location | 1 | No | |
| 39 | 39 | 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 | 60 | M | |
| 40 | 40 | Reaming of 150mm dia bore to 300mm dia bore as directed by the Department Officers. | 60 | M | |
| 41 | 41 | Labour charges for inserting PVC casing pipe (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 | 60 | M | |
| 42 | 42 | 150 mm OD PVC casing pipe plain | 39 | m | |
| 43 | 43 | 150 mm OD PVC pipe slot | 21 | M | |
| 44 | 44 | 150 mm OD PVC End cap | 1 | No | |
| 45 | 45 | 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. | 8 | Hours | |
| 46 | 46 | Cost and Supply of 65mm Dia HDPE Pipes for Submersible Pump in Bore | 55 | m | |
| 47 | 47 | ERECTION OF SUBMERSIBLE PUMP SET | |||
| 48 | 48 | Supply and dlivery of wet type submesible-pump set 50 x 175 HB( Two phase) with panel board with bore with ISI mark and suitable for installation in 145mm dia borewell and the pumpset shold be suppliyed with 5m of flat submersiable copper cable (duty condition-151pmx80m-3HP) | 1 | Set | |
| 49 | 49 | Supply and delivery panel board with IS mark and suitable for 1 HB single phase submersiable pumpset. | 1 | Set | |
| 50 | 50 | Cost of 1.5 82mm cable from pumpset to panel board incuding all aliked maherials 3Core Flat Copper Wire | 70 | M | |
| 51 | 51 | Labour charges for erection of new submersible pump set in the bore well including fixing and paintion of submersible cable reiser pipes and all allied works etc | 1 | No | |
| 52 | 52 | Construction of Bore Pit Arrangement Completed etc | 1 | Nos | |
| 53 | 53 | NEW 10,000 lit OHT TANK | |||
| 54 | 54 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20A for fondation all etc | 42.4 | Cu.m | |
| 55 | 55 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling | 2.6 | Cu.m | |
| 56 | 56 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 2.6 | Cu.m | |
| 57 | 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 | 58 | `a) For raft below GL ( 1.50-4.50)below GL | 5.63 | Cum | |
| 59 | 59 | b)For coloum and brace upto GL (0-1.50 below GL | 1.23 | Cum | |
| 60 | 60 | b)For coloum and Middle brace upto (0-4.50m | 1.87 | CUm | |
| 61 | 61 | b)For coloum beam floor slab and side wall from 4.50-6.00m from GL. | 3.28 | CUm | |
| 62 | 62 | b)For side wall &Roof slab from (6.00-8.55m ) from GL. | 3.33 | CUm | |
| 63 | 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 | 64 | For coloum footing and GL Brace | 5.61 | Sqm | |
| 65 | 65 | For GL brace and Middle brace | 13.08 | Sqm | |
| 66 | 66 | For Floor Beam and Bottom of Floor slab | 22.09 | Sq.m | |
| 67 | 67 | Curved Surface - 6.00 to 8.45 m | |||
| 68 | 68 | For side wall& Roof slab sides Hanch | 35.93 | Sq.m | |
| 69 | 69 | Square Column | |||
| 70 | 70 | For coloum Below GL | 7.2 | Sq.m | |
| 71 | 71 | For coloum Below GL to 3.30m | 14.4 | Sq.m | |
| 72 | 72 | For coloum 3.30m to4.30m | 4.8 | Sq.m | |
| 73 | 73 | For coloum 4.30m to5.30m | 4.8 | Sq.m | |
| 74 | 74 | For coloum 5.30m to6.30m | 4.8 | Sq.m | |
| 75 | 75 | For coloum 6.30m to6.85m | 2.64 | Sq.m | |
| 76 | 76 | 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. | 1.774 | Mt | |
| 77 | 77 | Exterior Emulsion two coats of approved colour including cost and conveyance and all labour charges etc complete . | 79 | Sqm | |
| 78 | 78 | 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. | 1 | No | |
| 79 | 79 | 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. | 1 | No | |
| 80 | 80 | Providing PVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. | 2 | No | |
| 81 | 81 | Providing manhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. | 1 | No | |
| 82 | 82 | Painting and lettering the Name board and stanted specification etc comple. | 3.75 | Sq.m | |
| 83 | 83 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 25.42 | Cum | |
| 84 | 84 | 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. | 37.8 | cum | |
| 85 | 85 | 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) | 60 | Mt | |
| 86 | 86 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 37.61 | Cum | |
| 87 | 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 | 88 | 63 mm PVC Rigid Pipes | 60 | M | |
| 89 | 89 | 63mm pvc bend | 2 | No | |
| 90 | 90 | 63mm pvc Tee | 1 | No | |
| 91 | 91 | 63mm pvc End cap | 1 | No | |
| 92 | 92 | Provision for Sock pit arrangements etc complete.. | 1 | EACH | |
| 93 | 93 | Provision for puplic Foundations | 1 | EACH | |
| 94 | 94 | 50mmdiaGI pipes for tank connection | 42 | No | |
| 95 | 95 | 50mmdiaG.M Gate valve | 3 | No | |
| 96 | 96 | 50mmdia Non Return valve | 1 | No | |
| 97 | 97 | 50mmdiaGI coupling | 6 | No | |
| 98 | 98 | 50mmdiaGI Elbow | 4 | No | |
| 99 | 99 | 50mmdiaGI Bend | 3 | No | |
| 100 | 100 | 50mmdiaGI Flange set | 3 | No | |
| 101 | 101 | 50mmdiaGI Union | 2 | No | |
| 102 | 102 | Provision for GI pipe line work including cutting ,threading &fixing charges | 1 | EACH | |
| 103 | 103 | PUMP ROOM | |||
| 104 | 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 | 0.45 | Cum | |
| 105 | 105 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation | 1.06 | CUm | |
| 106 | 106 | Filling with good river sand including cost, conveyance for all materials & labour charges etc complete | 0.87 | CUm | |
| 107 | 107 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 0.64 | CUm | |
| 108 | 108 | RCC 1:1.5:3 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete | 1.15 | Cum | |
| 109 | 109 | Brick work in CM 1:5 mix using country bricks of size 8 3/4\" x 4 1/4\" x 2 1/4\" including cost,conveyance & labour charges etc complete | 3.46 | cUM | |
| 110 | 110 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild | |||
| 111 | 111 | Below Level | 4.2 | Sqm | |
| 112 | 112 | super Structure | 5.46 | Sqm | |
| 113 | 113 | Plastering with CM 1:3 mix 10 mm thick including cost of materials & labour charges etc complete | 4.37 | Sqm | |
| 114 | 114 | 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. | 0.19 | Mt | |
| 115 | 115 | 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. | 31.86 | Sqm | |
| 116 | 116 | 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 | 5.2 | Sqm | |
| 117 | 117 | Supply and fixing of NEW steel doorand window inculding cost and conveyance of all materials to site and all loboure charges etc complete | |||
| 118 | 118 | Door | 1 | No | |
| 119 | 119 | Jolly | 1 | NO | |
| 120 | 120 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site nd all labour charges for mixing, laying, curing etc complete for 10 cum | 3.71 | Cum | |
| 121 | 121 | White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete for 100 Sqm | 4.37 | Sqm | |
| 122 | 122 | Exterier and interior Emulsion two coats with best approved Plastic Emulsion including cost and conveyance of all materials to site and all labour charges etc complete | 29.73 | Sqm | |
| 123 | 123 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of all materials to site and all labour charges etc complete | 3.78 | Sqm | |
| 124 | 124 | Light poit | 1 | no | |
| 125 | 125 | CFL Light | 1 | no | |
| 126 | 126 | Meter Board | 1 | no | |
| 127 | 127 | DPIC Switch 16Amps | 1 | No | |
| 128 | 128 | Servie pipe | 3 | No | |
| 129 | 129 | Servie wire | 20 | No | |
| 130 | 130 | Earthing arangements | 2 | NO | |
| 131 | 131 | Stay Wire 7/20 | 2 | NO | |
| 132 | 132 | 20 MM GI Pipe for Twin earthing | 10 | NO | |
| 133 | 133 | Provision for EB Service Deposit | 1 | EACH | |
| 134 | 134 | ROAD CUTTING | |||
| 135 | 135 | Labour Chages For Open Cutting for Roads including all Chages etc | |||
| 136 | 136 | CC Road | 1.08 | Cum | |
| 137 | 137 | BT Road | 1.08 | Cum | |
| 138 | 138 | For FHSTC | 9.18 | Cu.m | |
| 139 | 139 | 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 | 3.78 | Cu.m | |
| 140 | 140 | 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 | 3.78 | Cum | |
| 141 | 141 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 3.78 | Cu.m | |
| 142 | 142 | POONDI HABITATION IN CHANDRASEKARAPURAM PANCHAYAT | |||
| 143 | 143 | EXTENSION OF PIPE LINE | |||
| 144 | 144 | 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. | 647.01 | Rm | |
| 145 | 145 | 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) | 1027 | Rm | |
| 146 | 146 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 643.81 | Cu.m | |
| 147 | 147 | 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. | |||
| 148 | 148 | 63 mm PVC Rigid Pipes (4 Kg) | 1027 | Rm | |
| 149 | 149 | Solvent cement | 1.03 | No | |
| 150 | 150 | 63mm PVC TEE | 1 | No | |
| 151 | 151 | 63mm PVC Elbow | 12 | No | |
| 152 | 152 | 63mm PVC End Cap | 7 | No | |
| 153 | 153 | Public Fountain | 5 | No | |
| 154 | 154 | Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2 | 2 | No | |
| 155 | 155 | REPLACEMENT OF PIPE LINE | |||
| 156 | 156 | 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. | 611.1 | Rm | |
| 157 | 157 | 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) | |||
| 158 | 158 | 63 mm PVC Rigid Pipes (4 Kg) | 970 | Rm | |
| 159 | 159 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 608.08 | Cu.m | |
| 160 | 160 | 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. | |||
| 161 | 161 | 63 mm PVC Rigid Pipes (4 Kg) | 970 | Rm | |
| 162 | 162 | 63mm PVC TEE | 1 | No | |
| 163 | 163 | 63mm PVC Elbow | 8 | No | |
| 164 | 164 | 63mm PVC End cap | 5 | No | |
| 165 | 165 | FHTC | |||
| 166 | 166 | Earthwork Excavation | |||
| 167 | 167 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) | 884.51 | Rm | |
| 168 | 168 | Connection for Saddle (0.75 x 0.75 x 1.05) | 110.33 | Rm | |
| 169 | 169 | Laying of Pipes | |||
| 170 | 170 | 25 mm dia Pipes | 1776.5 | Rm | |
| 171 | 171 | Labour for drilling ,cutting,Threading and fixing Ferrules in Distribution pipes | |||
| 172 | 172 | 25 mm dia Pipes | 187 | Each | |
| 173 | 173 | 25 mm Tee | 187 | Nos | |
| 174 | 174 | End cap | 187 | Nos | |
| 175 | 175 | Labour for Refilling with Excavated soil including all Conveyance | 884.51 | Cum | |
| 176 | 176 | House service Connection | |||
| 177 | 177 | Electrofusion tapping saddle for 25 mm | 187 | Nos | |
| 178 | 178 | Brass Ferrule for 25 mm | 187 | Nos | |
| 179 | 179 | Poly Propylene Compression Female Threaded Adaptor for 25mm | 187 | Nos | |
| 180 | 180 | Poly Propylene 90 Degree Compression Elbow for 25mm | 187 | Nos | |
| 181 | 181 | Poly Propylene Compression Threaded GI Elbow for 25mm X 20mm | 187 | Nos | |
| 182 | 182 | U PVC ball valve for 25 mm | 187 | Nos | |
| 183 | 183 | Special Clamp,Teak wood plugs and Screws,Bounding Solvent | 187 | Each | |
| 184 | 184 | Supply of 25mm dia Pipes | |||
| 185 | 185 | 25 mm dia PVC Pipes | 1402.5 | Rm | |
| 186 | 186 | 25 mm dia GI Pipes | 374 | Rm | |
| 187 | 187 | Provision for Flow Control Valve | 187 | Nos | |
| 188 | 188 | NEW BORE WELL | |||
| 189 | 189 | Conducting Geophysical Survey in Fixing the Location | 1 | No | |
| 190 | 190 | 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 | 60 | M | |
| 191 | 191 | Reaming of 150mm dia bore to 300mm dia bore as directed by the Department Officers. | 60 | M | |
| 192 | 192 | Labour charges for inserting PVC casing pipe (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 | |||
| 193 | 193 | 150 mm OD PVC casing pipe assembly | 60 | m | |
| 194 | 194 | 150 mm OD PVC casing pipe plain | 39 | m | |
| 195 | 195 | 150 mm OD PVC pipe slot | 21 | M | |
| 196 | 196 | 150 mm OD PVC End cap | 1 | No | |
| 197 | 197 | 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. | 8 | Hours | |
| 198 | 198 | Cost and Supply of 65mm Dia HDPE Pipes for Submersible Pump in Bore | 55 | m | |
| 199 | 199 | ERECTION OF SUBMERSIBLE PUMP SET | |||
| 200 | 200 | Supply and dlivery of wet type submesible-pump set 50 x 175 HB( Two phase) with panel board with bore with ISI mark and suitable for installation in 145mm dia borewell and the pumpset shold be suppliyed with 5m of flat submersiable copper cable (duty condition-151pmx80m-3HP) | 1 | Set | |
| 201 | 201 | Supply and delivery panel board with IS mark and suitable for 1 HB single phase submersiable pumpset. | 1 | Set | |
| 202 | 202 | Cost of 1.5 82mm cable from pumpset to panel board incuding all aliked maherials 3Core Flat Copper Wire | 70 | M | |
| 203 | 203 | Labour charges for erection of new submersible pump set in the bore well including fixing and paintion of submersible cable reiser pipes and all allied works etc | 1 | No | |
| 204 | 204 | Construction of Bore Pit Arrangement Completed etc | 1 | Nos | |
| 205 | 205 | NEW 10,000 lit OHT TANK | |||
| 206 | 206 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20A for fondation all etc | 42.4 | Cu.m | |
| 207 | 207 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling | 2.6 | Cu.m | |
| 208 | 208 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 2.6 | Cu.m | |
| 209 | 209 | 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. | |||
| 210 | 210 | `a) For raft below GL ( 1.50-4.50)below GL | 5.63 | Cum | |
| 211 | 211 | b)For coloum and brace upto GL (0-1.50 below GL | 1.23 | Cum | |
| 212 | 212 | b)For coloum and Middle brace upto (0-4.50m | 1.87 | CUm | |
| 213 | 213 | b)For coloum beam floor slab and side wall from 4.50-6.00m from GL. | 3.28 | CUm | |
| 214 | 214 | b)For side wall &Roof slab from (6.00-8.55m ) from GL. | 3.33 | CUm | |
| 215 | 215 | 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., ). | |||
| 216 | 216 | For coloum footing and GL Brace | 5.61 | Sqm | |
| 217 | 217 | For GL brace and Middle brace | 13.08 | Sqm | |
| 218 | 218 | For Floor Beam and Bottom of Floor slab | 22.09 | Sq.m | |
| 219 | 219 | Curved Surface - 6.00 to 8.45 m | |||
| 220 | 220 | For side wall& Roof slab sides Hanch | 35.93 | Sq.m | |
| 221 | 221 | Square Column | |||
| 222 | 222 | For coloum Below GL | 7.2 | Sq.m | |
| 223 | 223 | For coloum Below GL to 3.30m | 14.4 | Sq.m | |
| 224 | 224 | For coloum 3.30m to4.30m | 4.8 | Sq.m | |
| 225 | 225 | For coloum 4.30m to5.30m | 4.8 | Sq.m | |
| 226 | 226 | For coloum 5.30m to6.30m | 4.8 | Sq.m | |
| 227 | 227 | For coloum 6.30m to6.85m | 2.64 | Sq.m | |
| 228 | 228 | 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. | 1.774 | Mt | |
| 229 | 229 | Exterior Emulsion two coats of approved colour including cost and conveyance and all labour charges etc complete . | 79 | Sqm | |
| 230 | 230 | 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. | 1 | No | |
| 231 | 231 | 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. | 1 | No | |
| 232 | 232 | Providing PVC ventilating arrangements, mosquito proof nylon net with 110mm PVC Pipes and cowl etc complete. | 2 | No | |
| 233 | 233 | Providing manhole cover of size 0.60x0.60m in RCC 1: 1:5:3mix with suitable reinforcement and 50x50x6mm MS along edges etc. comple. | 1 | No | |
| 234 | 234 | Painting and lettering the Name board and stanted specification etc comple. | 3.75 | Sq.m | |
| 235 | 235 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 25.42 | Cum | |
| 236 | 236 | 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. | 37.8 | cum | |
| 237 | 237 | 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) | 60 | Mt | |
| 238 | 238 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 37.61 | Cum | |
| 239 | 239 | 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. | |||
| 240 | 240 | 63 mm PVC Rigid Pipes | 60 | M | |
| 241 | 241 | 63mm pvc bend | 2 | No | |
| 242 | 242 | 63mm pvc Tee | 1 | No | |
| 243 | 243 | 63mm pvc End cap | 1 | No | |
| 244 | 244 | Provision for Sock pit arrangements etc complete.. | 1 | EACH | |
| 245 | 245 | Provision for puplic Foundations | 1 | EACH | |
| 246 | 246 | 50mmdiaGI pipes for tank connection | 42 | No | |
| 247 | 247 | 50mmdiaG.M Gate valve | 3 | No | |
| 248 | 248 | 50mmdia Non Return valve | 1 | No | |
| 249 | 249 | 50mmdiaGI coupling | 6 | No | |
| 250 | 250 | 50mmdiaGI Elbow | 4 | No | |
| 251 | 251 | 50mmdiaGI Bend | 3 | No | |
| 252 | 252 | 50mmdiaGI Flange set | 3 | No | |
| 253 | 253 | 50mmdiaGI Union | 2 | No | |
| 254 | 254 | Provision for GI pipe line work including cutting ,threading &fixing charges | 1 | EACH | |
| 255 | 255 | PUMP ROOM | |||
| 256 | 256 | 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 | 0.45 | Cum | |
| 257 | 257 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation | 1.06 | CUm | |
| 258 | 258 | Filling with good river sand including cost, conveyance for all materials & labour charges etc complete | 0.87 | CUm | |
| 259 | 259 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete | 0.64 | CUm | |
| 260 | 260 | RCC 1:1.5:3 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete | 1.15 | Cum | |
| 261 | 261 | Brick work in CM 1:5 mix using country bricks of size 8 3/4\" x 4 1/4\" x 2 1/4\" including cost,conveyance & labour charges etc complete | 3.46 | cUM | |
| 262 | 262 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild | |||
| 263 | 263 | Below Level | 4.2 | Sqm | |
| 264 | 264 | super Structure | 5.46 | Sqm | |
| 265 | 265 | Plastering with CM 1:3 mix 10 mm thick including cost of materials & labour charges etc complete | 4.37 | Sqm | |
| 266 | 266 | 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. | 0.19 | Mt | |
| 267 | 267 | 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. | 31.86 | Sqm | |
| 268 | 268 | 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 | 5.2 | Sqm | |
| 269 | 269 | Supply and fixing of NEW steel doorand window inculding cost and conveyance of all materials to site and all loboure charges etc complete | |||
| 270 | 270 | Door | 1 | No | |
| 271 | 271 | Jolly | 1 | NO | |
| 272 | 272 | Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site nd all labour charges for mixing, laying, curing etc complete for 10 cum | 3.71 | Cum | |
| 273 | 273 | White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete for 100 Sqm | 4.37 | Sqm | |
| 274 | 274 | Exterier and interior Emulsion two coats with best approved Plastic Emulsion including cost and conveyance of all materials to site and all labour charges etc complete | 29.73 | Sqm | |
| 275 | 275 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of all materials to site and all labour charges etc complete | 3.78 | Sqm | |
| 276 | 276 | Light poit | 1 | no | |
| 277 | 277 | CFL Light | 1 | no | |
| 278 | 278 | Meter Board | 1 | no | |
| 279 | 279 | DPIC Switch 16Amps | 1 | No | |
| 280 | 280 | Servie pipe | 3 | No | |
| 281 | 281 | Servie wire | 20 | No | |
| 282 | 282 | Earthing arangements | 2 | NO | |
| 283 | 283 | Stay Wire 7/20 | 2 | NO | |
| 284 | 284 | 20 MM GI Pipe for Twin earthing | 10 | NO | |
| 285 | 285 | Provision for EB Service Deposit | 1 | EACH | |
| 286 | 286 | ROAD CUTTING | |||
| 287 | 287 | Labour Chages For Open Cutting for Roads including all Chages etc | |||
| 288 | 288 | CC Road | 1.08 | Cum | |
| 289 | 289 | BT Road | 1.08 | Cum | |
| 290 | 290 | For FHSTC | 25.25 | Cu.m | |
| 291 | 291 | 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 | 8.96 | Cu.m | |
| 292 | 292 | 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 | 8.96 | Cum | |
| 293 | 293 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 8.96 | Cu.m | |
| 294 | 294 | KOTTAIYUR HABITATION IN KOTTAIYUR PANCHAYAT | |||
| 295 | 295 | EXTENSION OF PIPE LINE | |||
| 296 | 296 | 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. | 1587.6 | Rm | |
| 297 | 297 | 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) | 2520 | Rm | |
| 298 | 298 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 1579.75 | Cu.m | |
| 299 | 299 | 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. | |||
| 300 | 300 | 63 mm PVC Rigid Pipes (4 Kg) | 2520 | Rm | |
| 301 | 301 | Solvent cement | 2.52 | No | |
| 302 | 302 | 63mm PVC TEE | 9 | No | |
| 303 | 303 | 63mm PVC Elbow | 10 | No | |
| 304 | 304 | 63mm PVC End Cap | 9 | No | |
| 305 | 305 | Public Fountain | 10 | No | |
| 306 | 306 | Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2 | 4 | No | |
| 307 | 307 | REPLACEMENT OF PIPE LINE | |||
| 308 | 308 | 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. | 1285.2 | Rm | |
| 309 | 309 | 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) | |||
| 310 | 310 | 63 mm PVC Rigid Pipes (4 Kg) | 2040 | Rm | |
| 311 | 311 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 1278.84 | Cu.m | |
| 312 | 312 | 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. | |||
| 313 | 313 | 63 mm PVC Rigid Pipes (4 Kg) | 2040 | Rm | |
| 314 | 314 | Solvent Cement | 2.04 | No | |
| 315 | 315 | 63mm PVC TEE | 13 | No | |
| 316 | 316 | 63mm PVC Elbow | 12 | No | |
| 317 | 317 | 63mm PVC End cap | 9 | No | |
| 318 | 318 | FHTC | |||
| 319 | 319 | Earthwork Excavation | |||
| 320 | 320 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) | 1191.96 | Rm | |
| 321 | 321 | Connection for Saddle (0.75 x 0.75 x 1.05) | 148.68 | Rm | |
| 322 | 322 | Laying of Pipes | |||
| 323 | 323 | 25 mm dia Pipes | 2394 | Rm | |
| 324 | 324 | Labour for drilling ,cutting,Threading and fixing Ferrules in Distribution pipes | |||
| 325 | 325 | 25 mm dia Pipes | 252 | Each | |
| 326 | 326 | 25 mm Tee | 252 | Nos | |
| 327 | 327 | End cap | 252 | Nos | |
| 328 | 328 | Labour for Refilling with Excavated soil including all Conveyance | 1191.96 | Cum | |
| 329 | 329 | House service Connection | |||
| 330 | 330 | Electrofusion tapping saddle for 25 mm | 252 | Nos | |
| 331 | 331 | Brass Ferrule for 25 mm | 252 | Nos | |
| 332 | 332 | Poly Propylene Compression Female Threaded Adaptor for 25mm | 252 | Nos | |
| 333 | 333 | Poly Propylene 90 Degree Compression Elbow for 25mm | 252 | Nos | |
| 334 | 334 | Poly Propylene Compression Threaded GI Elbow for 25mm X 20mm | 252 | Nos | |
| 335 | 335 | U PVC ball valve for 25 mm | 252 | Nos | |
| 336 | 336 | Special Clamp,Teak wood plugs and Screws,Bounding Solvent | 252 | Each | |
| 337 | 337 | Supply of 25mm dia Pipes | |||
| 338 | 338 | 25 mm dia PVC Pipes | 1890 | Rm | |
| 339 | 339 | 25 mm dia GI Pipes | 504 | Rm | |
| 340 | 340 | Provision for Flow Control Valve | 252 | Nos | |
| 341 | 341 | ROAD CUTTING | |||
| 342 | 342 | Labour Chages For Open Cutting for Roads including all Chages etc | |||
| 343 | 343 | CC Road | 3.78 | Cum | |
| 344 | 344 | BT Road | 3.24 | Cum | |
| 345 | 345 | For FHSTC | 34.02 | Cu.m | |
| 346 | 346 | 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 | 13.68 | Cu.m | |
| 347 | 347 | 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 | 13.68 | Cum | |
| 348 | 348 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 13.68 | Cu.m | |
| 349 | 349 | SEMMANGUDI HABITATION IN THOLUVUR PANCHAYAT | |||
| 350 | 350 | EXTENSION OF PIPE LINE | |||
| 351 | 351 | 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. | 141.75 | Rm | |
| 352 | 352 | 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) | 225 | Rm | |
| 353 | 353 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 141.05 | Cu.m | |
| 354 | 354 | 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. | |||
| 355 | 355 | 63 mm PVC Rigid Pipes (4 Kg) | 225 | Rm | |
| 356 | 356 | Solvent cement | 0.23 | No | |
| 357 | 357 | 63mm PVC TEE | 1 | No | |
| 358 | 358 | 63mm PVC Elbow | 5 | No | |
| 359 | 359 | 63mm PVC End Cap | 3 | No | |
| 360 | 360 | Public Fountain | 3 | No | |
| 361 | 361 | Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2 | 4 | No | |
| 362 | 362 | REPLACEMENT OF PIPE LINE | |||
| 363 | 363 | 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. | 504 | Rm | |
| 364 | 364 | 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) | |||
| 365 | 365 | 63 mm PVC Rigid Pipes (4 Kg) | 800 | Rm | |
| 366 | 366 | Refilling with excavated earth (other than sand complying with standard specification for filling in trenches. | 501.51 | Cu.m | |
| 367 | 367 | 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. | |||
| 368 | 368 | 63 mm PVC Rigid Pipes (4 Kg) | 800 | Rm | |
| 369 | 369 | Solvent Cement | 0.8 | No | |
| 370 | 370 | 63mm PVC TEE | 1 | No | |
| 371 | 371 | 63mm PVC Elbow | 2 | No | |
| 372 | 372 | 63mm PVC End cap | 3 | No | |
| 373 | 373 | Public Fountain | 4 | No | |
| 374 | 374 | FHTC | |||
| 375 | 375 | Earthwork Excavation | |||
| 376 | 376 | 25 mm dia Pipes (7.50 x 0.60 x 1.05) | 274.34 | Rm | |
| 377 | 377 | Connection for Saddle (0.75 x 0.75 x 1.05) | 34.22 | Rm | |
| 378 | 378 | Laying of Pipes | |||
| 379 | 379 | 25 mm dia Pipes | 551 | Rm | |
| 380 | 380 | Labour for drilling ,cutting,Threading and fixing Ferrules in Distribution pipes | |||
| 381 | 381 | 25 mm dia Pipes | 58 | Each | |
| 382 | 382 | 25 mm Tee | 58 | Nos | |
| 383 | 383 | End cap | 58 | Nos | |
| 384 | 384 | Labour for Refilling with Excavated soil including all Conveyance | 274.34 | Cum | |
| 385 | 385 | House service Connection | |||
| 386 | 386 | Electrofusion tapping saddle for 25 mm | 58 | Nos | |
| 387 | 387 | Brass Ferrule for 25 mm | 58 | Nos | |
| 388 | 388 | Poly Propylene Compression Female Threaded Adaptor for 25mm | 58 | Nos | |
| 389 | 389 | Poly Propylene 90 Degree Compression Elbow for 25mm | 58 | Nos | |
| 390 | 390 | Poly Propylene Compression Threaded GI Elbow for 25mm X 20mm | 58 | Nos | |
| 391 | 391 | U PVC ball valve for 25 mm | 58 | Nos | |
| 392 | 392 | Special Clamp,Teak wood plugs and Screws,Bounding Solvent | 58 | Each | |
| 393 | 393 | Supply of 25mm dia Pipes | |||
| 394 | 394 | 25 mm dia PVC Pipes | 435 | Rm | |
| 395 | 395 | 25 mm dia GI Pipes | 116 | Rm | |
| 396 | 396 | Provision for Flow Control Valve | 58 | Nos | |
| 397 | 397 | ERECTION OF SUBMERSIBLE PUMP SET | |||
| 398 | 398 | Supply and dlivery of wet type submesible-pump set 50 x 175 HB( Two phase) with panel board with bore with ISI mark and suitable for installation in 145mm dia borewell and the pumpset shold be suppliyed with 5m of flat submersiable copper cable (duty condition-151pmx80m-3HP) | 2 | Set | |
| 399 | 399 | Supply and delivery panel board with IS mark and suitable for 1 HB single phase submersiable pumpset. | 2 | Set | |
| 400 | 400 | Cost of 1.5 82mm cable from pumpset to panel board incuding all aliked maherials 3Core Flat Copper Wire | 140 | M | |
| 401 | 401 | Labour charges for erection of new submersible pump set in the bore well including fixing and paintion of submersible cable reiser pipes and all allied works etc | 2 | No | |
| 402 | 402 | ROAD CUTTING | |||
| 403 | 403 | Labour Chages For Open Cutting for Roads including all Chages etc | |||
| 404 | 404 | CC Road | 1.62 | Cum | |
| 405 | 405 | BT Road | 2.16 | Cum | |
| 406 | 406 | For FHSTC | 7.83 | Cu.m | |
| 407 | 407 | 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 | 3.96 | Cu.m | |
| 408 | 408 | 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 | 3.87 | Cum | |
| 409 | 409 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. | 3.87 | Cu.m | |
| 410 | 410 | 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}\n | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Jul 30, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 04, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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