Implementation Of Jjm To Provide Functional Household Tap Connection 467 Nos To Rural Households In Kalleripattu Village Panchayat Of Arni Panchayat Union Under Package No . 95 In Tiruvannamalai District
Tender Value
72.82 Lakhs
Estimated cost
Bid Submission
03 Aug 2020
0 days left
EMD
72900
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Arni → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Implementation Of Jjm To Provide Functional Household Tap Connection 467 Nos To Rural Households In Kalleripattu Village Panchayat Of Arni Panchayat Union Under Package No . 95 In Tiruvannamalai District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jul-2020 | Extension of tender date | Date | 31-Jul-2020 |
| 2 | 31-Jul-2020 | Extension of Tender dates | Date | 03-Aug-2020 |
BOQ
| Name of Work: Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households 467 Nos in Kalleripattu, Kalleripattu Colony Village Panchayats in Arni Panchayat Union in Package No.95 Tiruvannamalai District for the year 2020-21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households 175 Nos in Kalleripattu Habitation in Kalleripattu Panchayat | BI01010001010000000000000515BI0100001111 | ||
| 2 | 1.01 | Providing cost and supply of 75mm x 20mm dia PVC saddle piece with bolt and nut with rubber bush -1,15mm dia PVC male threaded adaptor -2 nos,15mm dia PVC Female threaded adaptor - 1 no, 20mm dia PVC coupler - 4 Nos, 20mm dia PVC bend - 4 Nos, 20mm dia PVC pipe - 8m,Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B ( size 8.0m x 0.60 x 0.9),Labour Charges for Laying & Jointing 20 mm pipe - 8m,Supply & Laying & Jointing 20 mm PVC Elbow-1no,Labour Charges for Laying & Jointing 20 mm pipe-1no, Supply & jointing 20mm SS tap - 1 no,PVC ball valve with one side compression end and other side female end 20mm dia - 1 no, Labour charges for drilling, cutting and fixing ferrule in distribution line - 1no, Ms Clamp - 3 nos, Cutting MDPE pipes and specials true axis and finishing the end - 6 nos , Flow Control valve -1no | BI01010001010000000000000515BI0100001112 | 175 | Per Unit |
| 3 | 1.02 | Pumping Main - Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. | BI01010001010000000000000515BI0100001113 | 5 | Km |
| 4 | 1.03 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works - a.90mm PVC Bend | BI01010001010000000000000515BI0100001114 | 25 | No |
| 5 | 1.04 | Providing 20mm SAV along the pumping main alingment 0.3 X 0.45 | BI01010001010000000000000515BI0100001115 | 5 | Rm |
| 6 | 1.05 | Distribution Main - Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. | BI01010001010000000000000515BI0100001116 | 0.3 | Km |
| 7 | 1.06 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works - 63mm PVC Bend page 12 ,sl.no-3 | BI01010001010000000000000515BI0100001117 | 5 | No |
| 8 | 1.07 | 63mm x50 mm PVC Tee IS 7834/1987 page 10 | BI01010001010000000000000515BI0100001118 | 1 | No |
| 9 | 1.08 | Provision for gate value 50 mm | BI01010001010000000000000515BI0100001119 | 1 | No |
| 10 | 1.09 | Pumpset estimate - Supply and delivery of vertical wet type submersible pumpset (2 HP) capable of discharging any of the following pumpage in lpm against noted head in m suitable for erection into the bore well/Inf. well / open well with stainless steel shaft, bronze impeller and starter. - Supply, delivery and erection of Submersible Pumpset of 50 LPMX 175 Head as per SOR TWAD - Page 88 | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 11 | 1.1 | Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 5 HP pumpset. TWAD SOR Page 101 | BI01010001010000000000000515BI0100001121 | 1 | 1 Set |
| 12 | 1.11 | Supply, delivery 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 motor erected in borewell. - 4.0 Sq.mm Copper cable page 109 II slno 2 | BI01010001010000000000000515BI0100001122 | 210 | Rm |
| 13 | 1.12 | Supply and Delivery of 1.1 KV grade 3 core Aluminum conductor U.G. cable conforming to IS 1554/part I and with ISI marking of reputed make for submersible motor erected in the Bore well/Open well page 109 I sl.no 2 | BI01010001010000000000000515BI0100001123 | 100 | Rm |
| 14 | 1.13 | Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | BI01010001010000000000000515BI0100001124 | 90 | Rm |
| 15 | 1.14 | Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | BI01010001010000000000000515BI0100001125 | 10 | Rm |
| 16 | 1.15 | 50mm GI Pipe (3m) length Medium SOR TWAD page 25 | BI01010001010000000000000515BI0100001126 | 200 | Rm |
| 17 | 1.16 | 40 mm GI Bend heavy | BI01010001010000000000000515BI0100001127 | 3 | Each |
| 18 | 1.17 | 50mm GI Flangeset Heavy page 29 | BI01010001010000000000000515BI0100001128 | 1 | Each |
| 19 | 1.18 | 50mm MS Clampset Heavy page 29 | BI01010001010000000000000515BI0100001129 | 1 | Each |
| 20 | 1.19 | 50mm GM Non Return Valve page 30 | BI01010001010000000000000515BI0100001130 | 1 | Each |
| 21 | 1.2 | 50 x 40mm GI reducer heavy page 26 | BI01010001010000000000000515BI0100001131 | 1 | Each |
| 22 | 1.21 | 63m PVC T.Coupler | BI01010001010000000000000515BI0100001132 | 1 | Each |
| 23 | 1.22 | Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works - Upto 5 HP | BI01010001010000000000000515BI0100001133 | 1 | Set |
| 24 | 1.23 | New Borewell -Charges for Conducting Geo Physical Survey | BI01010001010000000000000515BI0100001134 | 1 | Each |
| 25 | 1.24 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia 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 TWAD Board Officers) including construction of mud pit. - 0m to 18m depth | BI01010001010000000000000515BI0100001135 | 18 | Rm |
| 26 | 1.25 | 18m to 120m depth | BI01010001010000000000000515BI0100001136 | 192 | Rm |
| 27 | 1.26 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | BI01010001010000000000000515BI0100001137 | 18 | Rm |
| 28 | 1.27 | Supply & delivery of 150mm Dia PVC end cap as per IS 12818 / 2010 | BI01010001010000000000000515BI0100001138 | 1 | No |
| 29 | 1.28 | Pump Room \nEarth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | BI01010001010000000000000515BI0100001139 | 6.49 | cum |
| 30 | 1.29 | Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers. | BI01010001010000000000000515BI0100001140 | 1.28 | cum |
| 31 | 1.3 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | BI01010001010000000000000515BI0100001141 | 2.89 | cum |
| 32 | 1.31 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001142 | 0.93 | cum |
| 33 | 1.32 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75\" X 4.25\" X 2.00\" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. For foundation and basement | BI01010001010000000000000515BI0100001143 | 4.23 | cum |
| 34 | 1.33 | For super structure | BI01010001010000000000000515BI0100001144 | 3.39 | cum |
| 35 | 1.34 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001145 | 0.58 | cum |
| 36 | 1.35 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) excluding cost of steel fabrication,fixing in position and centring charges but including mixing,lifting and vibrating for SUNSHADE 75mm thick at wall face and 50mm thick at free end projecting 45cm from wall face moulded along with lintel etc. as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001146 | 1.2 | cum |
| 37 | 1.36 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. | BI01010001010000000000000515BI0100001147 | 5.31 | cum |
| 38 | 1.37 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001148 | 38.5 | cum |
| 39 | 1.38 | Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001149 | 4.92 | cum |
| 40 | 1.39 | Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001150 | 1.93 | cum |
| 41 | 1.4 | Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer | BI01010001010000000000000515BI0100001151 | 1 | cum |
| 42 | 1.41 | Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete. | BI01010001010000000000000515BI0100001152 | 0.41 | qty |
| 43 | 1.42 | Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m | BI01010001010000000000000515BI0100001153 | 1 | cum |
| 44 | 1.43 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm | BI01010001010000000000000515BI0100001154 | 38.66 | cum |
| 45 | 1.44 | White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001155 | 4.52 | sqm |
| 46 | 1.45 | Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete. | BI01010001010000000000000515BI0100001156 | 5.57 | sqm |
| 47 | 1.46 | Provision of lock and key for pump room and OHT ladder | BI01010001010000000000000515BI0100001157 | 2 | no |
| 48 | 1.47 | Construction of OHT 30000 ltr - Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers - First depth of 2m From 0 to 2 m below GL | BI01010001010000000000000515BI0100001158 | 58.55 | M3 |
| 49 | 1.48 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B \nSecond depth of 2m From 2m to 4 m below GL | BI01010001010000000000000515BI0100001159 | 13.12 | M3 |
| 50 | 1.49 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers - For Column Footing | BI01010001010000000000000515BI0100001160 | 8.75 | M3 |
| 51 | 1.5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. - For footing | BI01010001010000000000000515BI0100001161 | 4.37 | M3 |
| 52 | 1.51 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. - Below 1.5m from GL - Column footing | BI01010001010000000000000515BI0100001162 | 13.52 | M3 |
| 53 | 1.52 | 0m to 1.50m below GL | BI01010001010000000000000515BI0100001163 | 1.75 | M3 |
| 54 | 1.53 | 0m to 4.50m above GL | BI01010001010000000000000515BI0100001164 | 2.83 | M4 |
| 55 | 1.54 | 4.50 m to 7.32 m above GL | BI01010001010000000000000515BI0100001165 | 2.22 | M3 |
| 56 | 1.55 | 7.32 m to 10.98 m above GL | BI01010001010000000000000515BI0100001166 | 2.53 | M3 |
| 57 | 1.56 | 10.98 m to 14.64 m above GL | BI01010001010000000000000515BI0100001167 | 11.4 | M3 |
| 58 | 1.57 | 14.64 m to 18.30 m above GL | BI01010001010000000000000515BI0100001168 | 3.09 | M3 |
| 59 | 1.58 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. - Plain Surface - Below GL | BI01010001010000000000000515BI0100001169 | 19.94 | M2 |
| 60 | 1.59 | From GL to 3.30m | BI01010001010000000000000515BI0100001170 | 25.92 | M2 |
| 61 | 1.6 | From 5.30m to 6.30m above GL | BI01010001010000000000000515BI0100001171 | 11.91 | M2 |
| 62 | 1.61 | From 8.30m to 9.30m above GL | BI01010001010000000000000515BI0100001172 | 11.91 | M2 |
| 63 | 1.62 | From 11.30m to 12.30m above GL | BI01010001010000000000000515BI0100001173 | 40.03 | M2 |
| 64 | 1.63 | Square Column: - Square Column Below GL and upto 3.30m above GL | BI01010001010000000000000515BI0100001174 | 21.42 | M2 |
| 65 | 1.64 | 3.31m to 4.30m ht | BI01010001010000000000000515BI0100001175 | 4.08 | M2 |
| 66 | 1.65 | 4.31m to 5.30m ht | BI01010001010000000000000515BI0100001176 | 4.8 | M2 |
| 67 | 1.66 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001177 | 3.99 | M2 |
| 68 | 1.67 | 6.31m to 7.30m ht | BI01010001010000000000000515BI0100001178 | 4.8 | M2 |
| 69 | 1.68 | 7.31m to 8.30m ht | BI01010001010000000000000515BI0100001179 | 4.8 | M2 |
| 70 | 1.69 | 8.31m to 9.30m ht | BI01010001010000000000000515BI0100001180 | 3.99 | M2 |
| 71 | 1.7 | 9.31m to 10.30m ht | BI01010001010000000000000515BI0100001181 | 4.8 | M2 |
| 72 | 1.71 | 10.31m to 11.30m ht | BI01010001010000000000000515BI0100001182 | 4.8 | M2 |
| 73 | 1.72 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001183 | 0.72 | M2 |
| 74 | 1.73 | Curved Surface - upto 3.31m ht. - 11.30m to 12.30m | BI01010001010000000000000515BI0100001184 | 2.48 | M2 |
| 75 | 1.74 | 12.30m to 13.30m | BI01010001010000000000000515BI0100001185 | 26.2 | M2 |
| 76 | 1.75 | 13.30m to 14.30m | BI01010001010000000000000515BI0100001186 | 26.2 | M2 |
| 77 | 1.76 | 14.30m to 15.30m | BI01010001010000000000000515BI0100001187 | 26.86 | M2 |
| 78 | 1.77 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. | BI01010001010000000000000515BI0100001188 | 51.03 | Qtl |
| 79 | 1.78 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. | BI01010001010000000000000515BI0100001189 | 166.57 | M2 |
| 80 | 1.79 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. | BI01010001010000000000000515BI0100001190 | 1 | Rm |
| 81 | 1.8 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001191 | 1 | No |
| 82 | 1.81 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers | BI01010001010000000000000515BI0100001192 | 2 | No |
| 83 | 1.82 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001193 | 1 | No |
| 84 | 1.83 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers | BI01010001010000000000000515BI0100001194 | 1 | No |
| 85 | 1.84 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. - 65mm GI pipes for inlet connection | BI01010001010000000000000515BI0100001195 | 18 | Rm |
| 86 | 1.85 | 65mm GI pipes for over flow & rain water harvesting pipe | BI01010001010000000000000515BI0100001196 | 16 | No |
| 87 | 1.86 | 50mm GI pipes for scour pipe | BI01010001010000000000000515BI0100001197 | 13 | No |
| 88 | 1.87 | 65mm GI pipe for delivery pipe | BI01010001010000000000000515BI0100001198 | 13 | No |
| 89 | 1.88 | 90mm PVC Threaded coupler | BI01010001010000000000000515BI0100001199 | 1 | No |
| 90 | 1.89 | 63mm PVC Threaded coupler | BI01010001010000000000000515BI0100001200 | 2 | No |
| 91 | 1.9 | 65mm dia GI Tee | BI01010001010000000000000515BI0100001201 | 2 | No |
| 92 | 1.91 | 65mm dia GI bend 90 | BI01010001010000000000000515BI0100001202 | 5 | No |
| 93 | 1.92 | 65mm dia GI bend (short) | BI01010001010000000000000515BI0100001203 | 1 | No |
| 94 | 1.93 | 65mm GI coupler | BI01010001010000000000000515BI0100001204 | 5 | No |
| 95 | 1.94 | 65mm GI union | BI01010001010000000000000515BI0100001205 | 2 | No |
| 96 | 1.95 | 65mm GI Elbow | BI01010001010000000000000515BI0100001206 | 1 | No |
| 97 | 1.96 | 50mm GI union | BI01010001010000000000000515BI0100001207 | 2 | No |
| 98 | 1.97 | 50mm GI Elbow | BI01010001010000000000000515BI0100001208 | 1 | No |
| 99 | 1.98 | 65mm GI Tee | BI01010001010000000000000515BI0100001209 | 2 | No |
| 100 | 1.99 | 65x50mm GI reducer | BI01010001010000000000000515BI0100001210 | 1 | No |
| 101 | 2 | 75mmx63mm PVC reducer | BI01010001010000000000000515BI0100001211 | 2 | No |
| 102 | 2.01 | 65mm GM gate valve | BI01010001010000000000000515BI0100001212 | 2 | No |
| 103 | 2.02 | 50mm GM gate valve | BI01010001010000000000000515BI0100001213 | 1 | No |
| 104 | 2.03 | 63 mm PVC 4Ksc Pipe | BI01010001010000000000000515BI0100001214 | 6 | No |
| 105 | 2.04 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers | BI01010001010000000000000515BI0100001215 | 43.54 | No |
| 106 | 2.05 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. | BI01010001010000000000000515BI0100001216 | 1 | No |
| 107 | 2.06 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers | BI01010001010000000000000515BI0100001217 | 1 | No |
| 108 | 2.07 | Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers | BI01010001010000000000000515BI0100001218 | 4 | No |
| 109 | 2.08 | Provision for name board | BI01010001010000000000000515BI0100001219 | 3 | No |
| 110 | 2.09 | Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households 292 Nos in Kalleripattu Colony Habitation in Kalleripattu Panchayat | BI01010001010000000000000515BI0100001220 | ||
| 111 | 2.1 | Providing cost and supply of 75mm x 20mm dia PVC saddle piece with bolt and nut with rubber bush -1,15mm dia PVC male threaded adaptor -2 nos,15mm dia PVC Female threaded adaptor - 1 no, 20mm dia PVC coupler - 4 Nos, 20mm dia PVC bend - 4 Nos, 20mm dia PVC pipe - 8m,Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B ( size 8.0m x 0.60 x 0.9),Labour Charges for Laying & Jointing 20 mm pipe - 8m,Supply & Laying & Jointing 20 mm PVC Elbow-1no,Labour Charges for Laying & Jointing 20 mm pipe-1no, Supply & jointing 20mm SS tap - 1 no,PVC ball valve with one side compression end and other side female end 20mm dia - 1 no, Labour charges for drilling, cutting and fixing ferrule in distribution line - 1no, Ms Clamp - 3 nos, Cutting MDPE pipes and specials true axis and finishing the end - 6 nos , Flow Control valve -1no | BI01010001010000000000000515BI0100001221 | 292 | Per Unit |
| 112 | 2.11 | Pumping Main - Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. | BI01010001010000000000000515BI0100001222 | 0.07 | Km |
| 113 | 2.12 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works - a.90mm PVC Bend | BI01010001010000000000000515BI0100001223 | 6 | No |
| 114 | 2.13 | Providing 20mm SAV along the pumping main alingment 0.3 X 0.45 | BI01010001010000000000000515BI0100001224 | 1 | Rm |
| 115 | 2.14 | Pumpset estimate - Supply and delivery of vertical wet type submersible pumpset (2 HP) capable of discharging any of the following pumpage in lpm against noted head in m suitable for erection into the bore well/Inf. well / open well with stainless steel shaft, bronze impeller and starter. - Supply, delivery and erection of Submersible Pumpset of 50 LPMX 175 Head as per SOR TWAD - Page 88 | BI01010001010000000000000515BI0100001229 | 1 | Each |
| 116 | 2.15 | Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 5 HP pumpset. TWAD SOR Page 101 | BI01010001010000000000000515BI0100001230 | 1 | 1 Set |
| 117 | 2.16 | Supply, delivery 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 motor erected in borewell. - 4.0 Sq.mm Copper cable page 109 II slno 2 | BI01010001010000000000000515BI0100001231 | 210 | Rm |
| 118 | 2.17 | Supply and Delivery of 1.1 KV grade 3 core Aluminum conductor U.G. cable conforming to IS 1554/part I and with ISI marking of reputed make for submersible motor erected in the Bore well/Open well page 109 I sl.no 2 | BI01010001010000000000000515BI0100001232 | 80 | Rm |
| 119 | 2.18 | Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | BI01010001010000000000000515BI0100001233 | 70 | Rm |
| 120 | 2.19 | Laying of …….Sqmm Armoured Aluminum conductor cable in trenches inside the pump room or in air etc., complet | BI01010001010000000000000515BI0100001234 | 10 | Rm |
| 121 | 2.2 | 50mm GI Pipe (3m) length Medium SOR TWAD page 25 | BI01010001010000000000000515BI0100001235 | 200 | Rm |
| 122 | 2.21 | 40mm GI coupling | BI01010001010000000000000515BI0100001236 | 67 | No |
| 123 | 2.22 | 40 mm GI Bend heavy | BI01010001010000000000000515BI0100001237 | 3 | Each |
| 124 | 2.23 | 50mm GI Flangeset Heavy page 29 | BI01010001010000000000000515BI0100001238 | 1 | Each |
| 125 | 2.24 | 50mm MS Clampset Heavy page 29 | BI01010001010000000000000515BI0100001239 | 1 | Each |
| 126 | 2.25 | 50mm GM Non Return Valve page 30 | BI01010001010000000000000515BI0100001240 | 1 | Each |
| 127 | 2.26 | 50 x 40mm GI reducer heavy page 26 | BI01010001010000000000000515BI0100001241 | 1 | Each |
| 128 | 2.27 | 63m PVC T.Coupler | BI01010001010000000000000515BI0100001242 | 1 | Each |
| 129 | 2.28 | (ii) Supply and laying of 7/20 size PVC insulator copper conductor cable from Aerial fuse to EB supply point etc., complete as per I.E Rules. | BI01010001010000000000000515BI0100001243 | 60 | Each |
| 130 | 2.29 | 25mm dia GI pipe for service point | BI01010001010000000000000515BI0100001244 | 3 | Rm |
| 131 | 2.3 | 25mm dia GI Elbow | BI01010001010000000000000515BI0100001245 | 2 | No |
| 132 | 2.31 | Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works - Upto 5 HP | BI01010001010000000000000515BI0100001246 | 1 | Set |
| 133 | 2.32 | New Borewell -Charges for Conducting Geo Physical Survey | BI01010001010000000000000515BI0100001247 | 1 | Each |
| 134 | 2.33 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia 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 TWAD Board Officers) including construction of mud pit. - 0m to 18m depth | BI01010001010000000000000515BI0100001248 | 18 | Rm |
| 135 | 2.34 | 18m to 120m depth | BI01010001010000000000000515BI0100001249 | 192 | Rm |
| 136 | 2.35 | Labour charges for inserting causing pipe | BI01010001010000000000000515BI0100001250 | 18 | Rm |
| 137 | 2.36 | Supply & delivery of 150mm Dia PVC Plain Casing pipe as per IS 12818 / 2010 | BI01010001010000000000000515BI0100001251 | 18 | Rm |
| 138 | 2.37 | Supply & delivery of 150mm Dia PVC end cap as per IS 12818 / 2010 | BI01010001010000000000000515BI0100001252 | 1 | No |
| 139 | 2.38 | Construction of OHT 60000 ltr - Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers - First depth of 2m From 0 to 2 m below GL | BI01010001010000000000000515BI0100001253 | 121.68 | M3 |
| 140 | 2.39 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B \nSecond depth of 2m From 2m to 4 m below GL | BI01010001010000000000000515BI0100001254 | 33.462 | M3 |
| 141 | 2.4 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers - For Column Footing | BI01010001010000000000000515BI0100001255 | 18.252 | M3 |
| 142 | 2.41 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. - For footing | BI01010001010000000000000515BI0100001256 | 9.126 | M3 |
| 143 | 2.42 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. - Below 1.5m from GL - Column footing | BI01010001010000000000000515BI0100001257 | 34.656 | M3 |
| 144 | 2.43 | 0m to 1.50m below GL | BI01010001010000000000000515BI0100001258 | 2.778 | M3 |
| 145 | 2.44 | 0m to 4.50m above GL | BI01010001010000000000000515BI0100001259 | 3.559 | M3 |
| 146 | 2.45 | 4.50 m to 7.32 m above GL | BI01010001010000000000000515BI0100001260 | 3.069 | M3 |
| 147 | 2.46 | 7.32 m to 10.98 m above GL | BI01010001010000000000000515BI0100001261 | 3.637 | M3 |
| 148 | 2.47 | 10.98 m to 14.64 m above GL | BI01010001010000000000000515BI0100001262 | 15.803 | M3 |
| 149 | 2.48 | 14.64 m to 18.30 m above GL | BI01010001010000000000000515BI0100001263 | 7.552 | M3 |
| 150 | 2.49 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. - Plain Surface - Below GL | BI01010001010000000000000515BI0100001264 | 33.272 | M2 |
| 151 | 2.5 | From GL to 3.30m | BI01010001010000000000000515BI0100001265 | 38.465 | M2 |
| 152 | 2.51 | From 5.30m to 6.30m above GL | BI01010001010000000000000515BI0100001266 | 16.929 | M2 |
| 153 | 2.52 | From 8.30m to 9.30m above GL | BI01010001010000000000000515BI0100001267 | 16.929 | M2 |
| 154 | 2.53 | From 11.30m to 12.30m above GL | BI01010001010000000000000515BI0100001268 | 52.906 | M2 |
| 155 | 2.54 | Curved Column: - 11.30m to 12.30m | BI01010001010000000000000515BI0100001269 | 4.607 | M2 |
| 156 | 2.55 | 12.30m to 13.30m | BI01010001010000000000000515BI0100001270 | 32.484 | M2 |
| 157 | 2.56 | 13.30m to 14.30m | BI01010001010000000000000515BI0100001271 | 32.484 | M2 |
| 158 | 2.57 | 13.30m to 14.30m | BI01010001010000000000000515BI0100001272 | 47.106 | M2 |
| 159 | 2.58 | Square Column: - Square Column Below GL and upto 3.30m above GL | BI01010001010000000000000515BI0100001273 | 25.74 | M2 |
| 160 | 2.59 | 3.31m to 4.30m ht | BI01010001010000000000000515BI0100001274 | 4.64 | M2 |
| 161 | 2.6 | 4.31m to 5.30m ht | BI01010001010000000000000515BI0100001275 | 5.6 | M2 |
| 162 | 2.61 | 5.31m to 6.30m ht | BI01010001010000000000000515BI0100001276 | 4.64 | M2 |
| 163 | 2.62 | 6.31m to 7.30m ht | BI01010001010000000000000515BI0100001277 | 5.6 | M2 |
| 164 | 2.63 | 7.31m to 8.30m ht | BI01010001010000000000000515BI0100001278 | 5.6 | M2 |
| 165 | 2.64 | 8.31m to 9.30m ht | BI01010001010000000000000515BI0100001279 | 4.55 | M2 |
| 166 | 2.65 | 9.31m to 10.30m ht | BI01010001010000000000000515BI0100001280 | 5.6 | M2 |
| 167 | 2.66 | 10.31m to 11.30m ht | BI01010001010000000000000515BI0100001281 | 5.6 | M2 |
| 168 | 2.67 | 11.31m to 12.30m ht | BI01010001010000000000000515BI0100001282 | 0.56 | M2 |
| 169 | 2.68 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. | BI01010001010000000000000515BI0100001283 | 88.93 | M3 |
| 170 | 2.69 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. | BI01010001010000000000000515BI0100001284 | 226.401 | M4 |
| 171 | 2.7 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. | BI01010001010000000000000515BI0100001285 | 1 | Rm |
| 172 | 2.71 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001286 | 1 | No |
| 173 | 2.72 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers | BI01010001010000000000000515BI0100001287 | 2 | No |
| 174 | 2.73 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. | BI01010001010000000000000515BI0100001288 | 1 | No |
| 175 | 2.74 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers | BI01010001010000000000000515BI0100001289 | 1 | No |
| 176 | 2.75 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. - 65mm GI pipes for inlet connection | BI01010001010000000000000515BI0100001290 | 18 | Rm |
| 177 | 2.76 | 65mm GI pipes for over flow & rain water harvesting pipe | BI01010001010000000000000515BI0100001291 | 16 | No |
| 178 | 2.77 | 50mm GI pipes for scour pipe | BI01010001010000000000000515BI0100001292 | 13 | No |
| 179 | 2.78 | 65mm GI pipe for delivery pipe | BI01010001010000000000000515BI0100001293 | 13 | No |
| 180 | 2.79 | 90mm PVC Threaded coupler | BI01010001010000000000000515BI0100001294 | 1 | No |
| 181 | 2.8 | 63mm PVC Threaded coupler | BI01010001010000000000000515BI0100001295 | 2 | No |
| 182 | 2.81 | 65mm GI coupler | BI01010001010000000000000515BI0100001296 | 5 | No |
| 183 | 2.82 | 65mm GI union | BI01010001010000000000000515BI0100001297 | 2 | No |
| 184 | 2.83 | 65mm GI Elbow | BI01010001010000000000000515BI0100001298 | 1 | No |
| 185 | 2.84 | 50mm GI union | BI01010001010000000000000515BI0100001299 | 2 | No |
| 186 | 2.85 | 50mm GI Elbow | BI01010001010000000000000515BI0100001300 | 1 | No |
| 187 | 2.86 | 65mm GI Tee | BI01010001010000000000000515BI0100001301 | 2 | No |
| 188 | 2.87 | 65x50mm GI reducer | BI01010001010000000000000515BI0100001302 | 1 | No |
| 189 | 2.88 | 75mmx63mm PVC reducer | BI01010001010000000000000515BI0100001303 | 2 | No |
| 190 | 2.89 | 65mm GM gate valve | BI01010001010000000000000515BI0100001304 | 2 | No |
| 191 | 2.9 | 50mm GM gate valve | BI01010001010000000000000515BI0100001305 | 1 | No |
| 192 | 2.91 | 63 mm PVC 4Ksc Pipe | BI01010001010000000000000515BI0100001306 | 6 | No |
| 193 | 2.92 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers | BI01010001010000000000000515BI0100001307 | 90.33 | No |
| 194 | 2.93 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. | BI01010001010000000000000515BI0100001308 | 1 | No |
| 195 | 2.94 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers | BI01010001010000000000000515BI0100001309 | 1 | No |
| 196 | 2.95 | Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers | BI01010001010000000000000515BI0100001310 | 4 | No |
| 197 | 2.96 | Provision for name board | BI01010001010000000000000515BI0100001311 | 1 | No |
| 198 | 2.97 | 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 | BI01010001010000000000000515BI0100001312 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Jul 31, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 31, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 03, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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