Tender For Improvement Of Existing Water Supply Distribution System To Papanasam Town Panchayat
Tender Value
14.82 Crore
Estimated cost
Bid Submission
07 Jun 2023
0 days left
EMD
14.82 Lakhs
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
papanasam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Existing Water Supply Distribution System To Papanasam Town Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation in hard stiff clay, black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with small sized boulders etc., with an initial lead of 10m and lift of 2m. and as directed by the officers incharge |
| 2 | First depth of 2 m |
| 3 | Second Depth-2 m to 3 m |
| 4 | Third Depth |
| 5 | Sinking of well below water level including all incidental charges using special tools and plants such as air compressors,helmets etc complete including bailing out water for 4.50 m dai well |
| 6 | I depth of 2 m |
| 7 | II depth of 2 m |
| 8 | III depth of 2 m |
| 9 | IV depth of 2 m |
| 10 | V depth of 2 m |
| 11 | Stone Dustfilling for foundationincluding consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge |
| 12 | Supply &filling for foundation with M sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge |
| 13 | Levelling coarse in cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing, placing, ramming, curing, finishing etc., complete and as directed by the officers incharge |
| 14 | GL |
| 15 | Below GL upto 1.50 m Depth |
| 16 | Beyond 1.50m to 4.50 below GL |
| 17 | Reinforced cement concrete 1:1.5:3 (one cement, one and halfsand, three course aggregate) using 20mm size hard blue granite stone (machine crushed) for plinth beam excluding cost of reinforcement, fabrication and placing the grills in position and excluding cost of centering, shuttering, strutting but including curing and finishing mixing concrete using machanical mixer machine and compaction by machanical vibrator etc., complete and as directed byOfficers incharge of work. |
| 18 | GL |
| 19 | Below Gl Upto 1.50 m |
| 20 | Reinforced Cement Concrete using M 30 Design mix with required cement, sand and20 mm and 10 mm Machine crushed HBGstoneincluding the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by the officers incharge |
| 21 | Above G.L |
| 22 | Below GL & upto 1.5 m |
| 23 | Below GL 1.5 to 4.5 |
| 24 | From 4.5m to 7.32 m ht. above GL. |
| 25 | From 7.32m to 10.98 m ht. above GL. |
| 26 | From 10.98m to 14.64 m ht. above GL. |
| 27 | From 14.64m to 18.30 m ht. above GL. |
| 28 | From 18.30m to 21.96 m ht. above GL. |
| 29 | R.C.CM 25 Design mixusing20 mm and 10mm size H. B.G stone (machine crushed) including mixing concrete using machanical mixer machine and vibrating with machanical vibrator, but excluding cost of steel reinforcement, fabrication and placing the grills in postion and the cost of centering and strutting but including curing, finishing etc.,complete as directed by theEngineer incharge. |
| 30 | GL to 4.50 m Ht above GL |
| 31 | 4.50 to 7.32 m Ht |
| 32 | Porous Concretein CC 1:4 (one cement ,Four 20 mm HBS No Sand) including cost of mixing,placing in position,curing etc complete |
| 33 | 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 BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over I typeM. S. Truss of size 25x25x3 mm space at about 90cm c/c and supported by 40 mm GI pipe (Medium B) spaced at 75cm c/c etc., complete and as directed by the officers incharge |
| 34 | Without Struttings |
| 35 | Column |
| 36 | With Struttings |
| 37 | Plane Surface |
| 38 | 0.00 to 3.30 M Below GL (Plane Surface) |
| 39 | 3.30 to 4.30 M (Plane Surface) |
| 40 | 5.30 to 6.30 M (Plane Surface) |
| 41 | 7.30 to 8.30 M (Plane Surface) |
| 42 | 10.30 to 11.30 M (Plane Surface) |
| 43 | 15.30 to 16.30 M (Plane Surface) |
| 44 | Square Surface |
| 45 | 0.00m to 3.30m below GL (Square column) |
| 46 | 3.30m to 4.30m . (Square column) |
| 47 | 4.30m to 5.30m . (Square column) |
| 48 | 5.30m to 6.30m . (Square column) |
| 49 | 6.30m to 7.30m . (Square column) |
| 50 | 7.30m to 8.30m . (Square column) |
| 51 | 8.30m to 9.30m . (Square column) |
| 52 | 9.30m to 10.30m . (Square column) |
| 53 | 10.30m to 11.30m .(Square column) |
| 54 | 11.30m to 12.30m .(Square column) |
| 55 | 12.30m to 13.30m .(Square column) |
| 56 | 13.30m to 14.30m .(Square column) |
| 57 | 14.30m to 15.30m .(Square column) |
| 58 | Circular Surface |
| 59 | 0.00m to 3.30m(Round column) |
| 60 | 3.30m to 4.30m(Round column) |
| 61 | 4.30m to 5.30m(Round column) |
| 62 | 5.30m to 6.30m(Round column) |
| 63 | 6.30m to 7.30m(Round column) |
| 64 | 7.30m to 8.30m(Round column) |
| 65 | 8.30m to 9.30m(Round column) |
| 66 | 9.30m to 10.30m(Round column) |
| 67 | 10.30m to 11.30m(Round column) |
| 68 | 11.30m to 12.30m(Round column) |
| 69 | 12.30m to 13.30m(Round column) |
| 70 | 13.30m to 14.30m(Round column) |
| 71 | 14.30m to 15.30m(Round column) |
| 72 | Curved Surface |
| 73 | 0.00m to 03.30m(Curved Surface) |
| 74 | 0.00m to 3.30m(Curved Surface)Above 1LL |
| 75 | 3.30m to 4.30m(Curved Surface) |
| 76 | 4.30m to 5.30m(Curved Surface) |
| 77 | 5.30m to 6.30m(Curved Surface) |
| 78 | 14.30m to 15.30m(Curved Surface) |
| 79 | 15.30m to 16.30m(Curved Surface) |
| 80 | Brick work in CM 1:5(one cement and five sand) using country bricks of size 8 3/4\" X 4 1/4\" X 2 1/4\" for superstructure including cost of all materials, labour charges, curing, finishing etc., complete and as directed byOfficers incharge of work. |
| 81 | Foundation |
| 82 | Upto 4.50mFrom BGL |
| 83 | 4.30 m to 7.32 m ht |
| 84 | Supplying, fabricating and placing in position ofrods for reinforcement including cost of steel and binding wire and labour charges etc. complete for RCC works and as directed by the officers incharge |
| 85 | Plastering with CM 1:4(one cement and four sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed byOfficers incharge of work.(INNER) |
| 86 | Plastering with CM 1:5(one cement and five sand) 20 mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed byOfficers incharge of work. |
| 87 | Plasteringthe brick work in CM 1:5, 12mm thick including curing etc. completeas directed by the site incharge |
| 88 | Special ceiling plastering for roof slab using cm 1:3, 10mm thick including curing finishing etc. complete. |
| 89 | Painting new iron works with two coats of approved quality and color of synthetic enamel paint over the existing red oxide primer in all floor etc., complete as per standard specification. |
| 90 | Floor finsihing with CM 1:3(one cement and three sand) 20mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by TWAD Board Officers. |
| 91 | Granolithic Flooring 25 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining curing etc. complete |
| 92 | Weathering course using broken stone brick jelly 20mm size in pure slaked lime over RCC roof slab the prportion being 32:12.5 for required depth of 80mm and giving required slope and thickness to roof as required well beaten with wooden beaters etc. complete |
| 93 | Terrace flooring with onecourse of flat tiles 20cm x 20 cm x 20 mm using cement mortar 1:3 mixed with crude oil 10% by weight of cement and pointed with same oil mortor and finishing etc complete. |
| 94 | Wiring with 2x1.5sqmm (22/0.3) PVC insulated unsheathed SC Cu. Conductor of 1100V grade in suitable PVCrigid pipe concealed in wall and ceiling with PVC accessoires with TW switch box and 5A F.T. switch in flush with wall with 3mm thick hylum sheet cover for making good of the concealed portion with suitable colour forPVC concealed light point / fan point (For electronic regulator)SD 24 |
| 95 | Supply and fixing of single box type 4\"40 W flu fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed Copper leads from terminals to the fitting. |
| 96 | Supply and run of 2 of 1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14SWG TC wire and making good of the concealed portion with suitable colour SD 54 |
| 97 | Supply and fixing of 32 Amps DP Switch of 500 V with metal clad with fuse and neutral (Side Handle) on suitable TW Board , with earth connection onlySD 143 |
| 98 | Earthing as per P.W.D standard with an earth electrode of 2 Mtr. Class \"B\" GI pipe of dia not less than 32mm complete with necessary masonry work SD 228 |
| 99 | Supply and fixing of TNEB meter Board suitable for 32A Single Phase service connection with 32A Fuse unit (500V) 32A neutral link and earth link (1\" x 1/8\" Copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1\" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit. SD121 |
| 100 | Applying two coats of cement paint of approved colour and quality over cement plastered wall surfaces and new surfaces including cleaning, preparing the surface area and including cost of all materials, labour charges, curing etc., complete and as directed by the officers incharge |
| 101 | Paintingtwocoats with approved plastic emulsion paintover cement plastered exposed surface of the reservoir including cleaning,preparing the surface and curing etc.completeand as directed by theOfficers. |
| 102 | Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs. |
| 103 | Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of following sizeat site including cost of all materials, labour charges, curing etc., complete and as directedby officers incharge |
| 104 | 0.45mx0.45m x0.15m |
| 105 | Supplying and fixing in position of RCC M30 inside access ladder of required height using 20mm size HBG jelly with 2 Nos. Of vertical posts of size 0.10mx0.10m and steps of size 0.45mx0.15mx 0.05 m at 30 cm c/c including cost of all materials, centering shuttering, strutting fabrication and placing in position of reinforcement, finishing, curing etc., completeand as directed by the officers incharge (As per Annexure B) |
| 106 | Supply and fixing of M20 design mix RCC hand rails of 0.9m height over the top of the roof slab of approved pattern and design including the cost of cement, reinforcement, centering, precasting, finishing, curing cement painting the surfaces etc., complete and as directed by theOfficers |
| 107 | Construction of RCC Spiral stair case in RCC M20 design mix concreteof 1.80m dia of required height for approach to the roof of Service Reservoir with RCC hand rails as per type design No.Sanitary Engineer/PH(M) NO.18/64 - 65 Sanitary Engineer(PH) 3/64 including necessary earth work excavation in various classification of soils met with at the site of work for providing foundation concrete in CC 1:4:8 mix, RCC footing M30 mix,GLplatform etc., including cost of steel reinforcement, fabrication charges, scaffolding, centering precasting charges, cement painting the surfaces etc.,complete and as directed by the TWAD Board Officers.The staircase shall be braced to the column of Service Reservoir at suitable interval (Height is mentioned from GL to roof slab) |
| 108 | Supply and delivery Fabrication of MS doors and windows including cost of MS angles ofsize 50mm x 50mmx 6mm and with 18 G.Plate fabrication charges, cost of hold fast and painting two coats over coat of red oxide and transportation charges etc.complete. |
| 109 | i. Window |
| 110 | ii. Door |
| 111 | Manufacturing, supplying and fixing in position steel Windows / Ventilators of the following types; outer frames and shutter frames shall be made out of steel sections confirming to IS.7452 / 1990 t of ‘Z’ section (F.7D) of size 25mm x 20mm x 3mm and mullions are made of (F4B) ‘J’ sections of size 46mm x 25mm x 3mm and sash bars shall be made of ‘T’ section (T2) of size 25mm x 22mm x 3mm. including providing handle cum latch with suitable open shall be left for its easy operation and adjustable wind stay of sufficient length shall be provided for each shutter and with necessary MS angle hold fasts welded to the outer frame and 12mm MS square guard bars shall be welded to the inner flat of the window at equal intervals not exceeding 100 mm spacing and welding 18G MS sheet for panes and including one coat of red oxide primer and charges for fixing in position including dismantling the masonry, concrete and redoing the same duly packed with concrete etc., complete and as directed by the departmental officers. |
| 112 | Supplying, fabricating and fixing in position ofmild steel door with single/double shutters using M.S angle of size 40 x 40 x 6mm for outer framesand35 x 35 x 5mm for shutter frames,fully covered with M.S sheet of 18 gauge with M.S flat ofsize 32 x 6 mmfor internal stiffners and one number of aldrop , two numbers of tower bolts, holdfasts, hinges, handles etc.,including providing one coat of red oxide primer. The rates shall inclusive of cost of all materials labour charges for fixing the door in position by dismantling the masonry, concrete etc. and redoing the sameto the original condition duly packed with concrete etc., complete. |
| 113 | Supply and delivery Fabrication of Rolling shutterincluding cost of MS anglesand with necessary locking arrangements includingfabrication charges, cost of hold fast and painting two coats over coat of red oxide and transportation charges etc.complete. |
| 114 | i.Rolling shutterof size 3.00m x 2.10m |
| 115 | Supply, Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps, Bolt and nuts etc.,complete and as directed by the officers incharge 0.60 x 0.60 (Heavy Duty) |
| 116 | Supply and fixing of CI steps inside the Inf.well |
| 117 | Providing Ventillation arrangements by fixing in position100 mm GIPipeas directed |
| 118 | Providingconfirmatory bores to ascertain sand depth andlocatingwellsite before commencing the work. |
| 119 | Provision for cutting edge using 150x150x10 mm MS Angle (ISI) including the cost of fabrication welding and placing in position in the curb including the supply & fabrication charges |
| 120 | Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Officers incharge of work Well portion |
| 121 | Supply, delivery and fixing in position of enamel coated \"water level indicator\" with all accessories of approved pattern and design, in the outer surface of the side wall of Sump to read the water level of the required height and as directed by Officers. |
| 122 | Supply and fixing in positionof Fire Hydrantincluding cost of all specialsetc. Complete |
| 123 | Providing RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete and as directed by the officers incharge (As per Annexure ) |
| 124 | Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by Engineer . |
| 125 | supply and fixing of RSJ beam of size 300 x140 mm for supporting the submersible pumpset |
| 126 | Supply and delivery of followingsizes ofDuctile Iron Class PN10 FlangedPipesas perIS 8329/2000and as amended from time to timewithISI markingincludingloading, unloading freight etc for delivery and stacking at site of work and as directed by the Engineer incharge. |
| 127 | 150 mm DI D/F Pipe 2.50 m Length |
| 128 | 150 mm DI D/F Pipe 1.00 m Length |
| 129 | Supply and delivery of the DI pipes and other specials conforming to IS 9523/2000 and as amended from time to time withISImarkingsand as ameded from time to time and (iii) PVC specials conforming to IS10124part I - XIIIand as amended from time to time for fixing in line,sluice valve/scour valves and Double Airvalves in Masonry pits includingloading , freight , unloading and stacking at site , etc.completecomplying with standard specification and as directed by the Engineer incharge. |
| 130 | 150 mm DI D/F 90 Deg Duckfoot bend |
| 131 | 150 mm DI D/F 90 Deg bend |
| 132 | 150 mm x100 mm DI D/F Tapper |
| 133 | Earthwork excavation above water level inlight or sandy soil for infiltration gallery,syphon or connecting pipeline andconnected works including refillingcomplete. |
| 134 | 150 mm DI D/F Pipe 2.50 m Length |
| 135 | Lowering of DI pipes and specialsinto the trenches and laying to the proper grade and alignment and as directed by the TWAD Board Officers. |
| 136 | 150 mm DI D/F Pipe 2.50 m Length |
| 137 | 150 mm DI D/F Pipe 1.00 m Length |
| 138 | Jointing C.I/ D.I double flanged pipes andspecials with rubber insertion or any equivalentto the required specifications with M.S. bolts andnuts etc., complete including charges for specialtools and plants such as air compressor andhelmets and sheet piles. etc (including cost ofjointing materials) |
| 139 | 150 mm Joints |
| 140 | Testing of MS./CI./DI./P.V.C./H.D.P.E-Pipes with hudraulic testing equipment by filling with water (including cost of water @ Rs60/kl) and testing to recommended pressure in convenient stetches and attending the burst if any occurred during the test excluding the cost of pipes including other incidential operational charge etc complete for the following diametres of pipes and as directed by the TWAD Board Officer |
| 141 | 150 mm Joints |
| 142 | Refilling the trenches with excavated soil complying with standard specification after the pipes and specials are laid jointed and tested to the required pressure and depositing the surplus earth at places as directed by TWAD Board Officers. |
| 143 | ANCHORING ARRANGEMENTS |
| 144 | Earthwork excavation above water level inlight or sandy soil for infiltration gallery,syphon or connecting pipeline andconnected works including refillingcomplete. |
| 145 | Drilling of borewells of size 6\" to 8\" dia. in sedimentaryformation using hand boreset including insertion ofcasing pipe etc., and supplying and packing of pebbles(Conveyance of hand bore set including loading andunloading to be done by the contractor) |
| 146 | 150 mm Dia Bore well |
| 147 | Supply and delivery of Following Sizes of unplasticised PVC rigid pipes for potable water supply as per I.S. Specification No. 4985 / 2000 and as amended from time to time with ISI markingwith necessary couplers or bell ended pipes as specified in I.SI with the required quantity of solvent cement having the following working pressurefor delivery at site includingloading, unloading freight, stacking etc. completeand as directed by the Engineer incharge. |
| 148 | 110 mm OD PVC 4KSC Pipes |
| 149 | Supply and delivery of flat50x12 mmsize for including labour charges for making clamps holes etc anchoring ofpipes |
| 150 | 50 x 12 mm MS Flat |
| 151 | Supply & Fixingof 20 mm Anchoring Bolts with washer and Nuts. |
| 152 | 20 mm Bolts and Nuts |
| 153 | Plain Cement Concret .C.C 1:2:4 (one cement, two sand and four course aggregate) using 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by theEngineers incharge |
| 154 | PCC 1:2:4 |
| 155 | Supply and delivery ofOpenwell Submersiblepumpset conforming to IS 14220 /94capable of discharing the following duties due to all causes . The pump shall be with stainless steel shaft and dyanmically balanced bronze mixed type impeller and brass screws with ISI mark,. The pump suitable for installation insump. with 1.1KV.grade 3 coresuitable copper flat submersible cable to a length of15metres with necessary cable clamps. |
| 156 | The non-return valve located at the top of the pump in the diacharge outletconnection is to be designed with minimum friction .The pump should be directly coupled to 2880 rpm, 3 phase, 50 Hz, 415V+6% & 415V-15% squirrel cage induction motor suitable for ATS starting and for continuojus operation The pumpset should be provided with 5m length of suitable size PVC insulatsed copper flat cable for connecting the pumpset, starter & Isolator.including cost ofitem 1.B |
| 157 | 2000 LPM x 40 m Head 30HP |
| 158 | 1250 LPM x 40 m Head 15HP |
| 159 | 800 LPM x 40 m Head 10HP |
| 160 | 2500 LPM x 40 m Head 35HP |
| 161 | Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting typeair/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%)with the followingcomponents,undervoltagereleasewithnovoltcoil,overloadrelaywithdashpot arrangements,singlephasingpreventor,LEDON/OFFswitches,Mounted Ammeter,Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc. |
| 162 | 30 HP |
| 163 | 15 HP |
| 164 | 10 HP |
| 165 | 35 HP |
| 166 | Changeover switches to operate any one pumpset in oneset of pumpset |
| 167 | 63 Amps three phase 500 V-4 pole changeover switch |
| 168 | Supply delivery of 150 mm dia pressure gauge fordelivery ofSubmersiblepumpSets with red marking G.M cock and copper impulse tube etc., to be fixed on teek wood board to be mounted on thewall of the pump house. The maximum rating should be 1.5 times the shut off head of the pump. |
| 169 | Supply, delivery of 1.1 KV gradde, 3 core PVC insulated PVC sheathed, armoured Aiuminum conductor cable with ISI marking conforming to IS 1554 of reputed make to be laid connecting Isolator and starter. |
| 170 | 240 Sq mm cable |
| 171 | Laying the above cable from Isolator of Sump and starter with necessary earth and refilling where ever necessary and proper anchoring etc. complete |
| 172 | 240 Sq mm cable |
| 173 | Jointing the above cable between the MV switch board outgoing control switch to the motors mentioned in Sl.No.6(a) through the starters. |
| 174 | 240 Sq mm cable |
| 175 | Supply and delivery of G.I. Medium class pipes and specials as per relevant IS as listed below and as per drawingenclosed |
| 176 | 100 MM GI PIPE |
| 177 | 100 mm GI pipe (3m length) Medium |
| 178 | 100 mm GIcoupling(Heavy) |
| 179 | 100 mm GIbend(Heavy) |
| 180 | 100 mm GI Flange set (Heavy) |
| 181 | 100 mmMS clamp set |
| 182 | 100 mmDInon return valve |
| 183 | 100 mm DI gate valve |
| 184 | 100 mm GITee(Heavy) |
| 185 | Common Delivery Line. ( Size ) |
| 186 | 150 x 100 mm DI S/S Tapper |
| 187 | Erection and commissioning of Submersible pumpSets in collector well including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps,pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches ,starters ,voltmeter,Ammeter,three pilot ( indicating )lamps,capacitor,single phasing preventor,water level guard and laying and jointing the cables and twin earthing as per IE rules etc.,complete and testing the pumpset and trail run for 10 days. |
| 188 | 35.00 HP |
| 189 | Above 20 HP to 30.00 HP |
| 190 | Above 10 HP to 20.00 HP |
| 191 | Supply and delivery of safety appliances as detailed below |
| 192 | 1m x 2m, 6mm thick electrical quality rubber mat to be placed in front of the panel board and rubber mat to lay in front of the starters. |
| 193 | Supply and delivery of completion plan diagram wiring diagram,performance curves etc. complete of which one set should be laminated and to be fixed on the wall of the pump house and the other two Sets to be handed over to the office |
| 194 | TPN Metal Clad Switch with Neutral Links |
| 195 | 63 Amps ( 5.00 HP to 10.00 HP ) |
| 196 | Supply andFixing of MCB Isolater including cost of Kisokof size 750 mm x 450 mm x 750 mm over sump roof slab with the following Isolators. |
| 197 | Kisokof size 750 mm x 450 mm x 750 mm |
| 198 | 100 Amps MCB Isolator |
| 199 | Supply and Delivery of following size GI pipes and Specials for cable conduit at pumproom and Infiltration well |
| 200 | 100mm GI Pipe (M) |
| 201 | 100mm GI Elbow (M) |
| 202 | Laying and jointing of 100mm GI pipe |
| 203 | Bed block of size 0.3 x 0.3m in PCC 1:2:4, 20mm HBG stone |
| 204 | Provision for clampingof cables in M portion |
| 205 | Electricals works |
| 206 | LT Service Connection |
| 207 | Supply and delivery ofLTCT Metering box (37 kW )as per IE rules and TANGEDCO norms: TCT meter panel board 6 Nos. suitable fuse carriers and 3 Nos. CT coil) |
| 208 | Supply and delivery of 31/2 core 120 SqMm. 1100V AC, PVC Aluminium Armoured UG Cable with ISI MARK to TANGEDCO Point ofsupply to Metering box to PMCC Panel |
| 209 | Supply of 1 No. of200 A TPN SFU in wall mountable sheet steel enclosure near E.B energy meter boxas Main Control Board |
| 210 | Service connection by GI pipes& fittings and supports |
| 211 | 100 mm GIPipe |
| 212 | GI union |
| 213 | GI bend |
| 214 | 8 SWG Copper earth wire |
| 215 | Supporting MS angle/channel, clamp and all necessary hardware accessories |
| 216 | Erection charges |
| 217 | Service connection charges, development charges, security deposit, meter caution deposit etc., |
| 218 | PMCC Panel |
| 219 | Fabrication & Supply of M V Cubical Panel board vermin proof box of CRCA sheet 16 SWG powder coated, door with 180 degree opening, poly urethane/rubber gaskets as per IE rules - 1m2, Mechanical interlock for EB & DG incomer, Panel type: CompartmentalizedBusbar: AluminumQuantity of Incomer feeders with metering chamber:(i) Incomer:1 No. of 200 Amps, 3 Pole MCCBQuantity of Outgoing feeders:(i)DOL feeder : 0.37 kW: 2 Nos , 2.2 kW-2 Nos.(ii) SFU Feeder: 32 Amps : 2 Nos.,160 Amps : 2 Nos. 100 amps-2 Nos(v) Empty feeder suitable for 63 Amps SFU - 2 Nos for future use. |
| 220 | Panel incomers with metering chamber |
| 221 | 200 Amps, 3 Pole, MCCB with Microprocessor base Trip Unit ( Over current, Earth fault, Short Circuit), Extended rotary Handle, Phase Barrier, Spreader Terminal with all accessories |
| 222 | OutGoing Feeders |
| 223 | 160 AMPS 3 pole MCCB HSC pset |
| 224 | 100 AMPS 3 pole MCCB-Sub Pset |
| 225 | 63 AmPS for Vacum Pset |
| 226 | 32 Amps For Light |
| 227 | 63 Amps For Spare |
| 228 | APFCR panel |
| 229 | Fabrication & Supply of M V Cubical Panel board vermin proof box of CRCA sheet 16 SWG powder coated, door with 180 degree opening, poly urethane/rubber gaskets as per IE rules - 1m2.Panel type: Non -CompartmentalizedBusbar: AluminumQuantity of Incomer feeders with metering chamber:(i) Incomer:1 No. of 160 Amps, 3 Pole MCCBQuantity of Outgoing feeders:(i) 10 kVAR Capacitor : 1 Nos.(ii) 5 kVAR Capacitor : 2 Nos.(iii) 2 kVAR Capacitor : 2 Nos.(iv) 1 kVAR Capacitor : 2 Nos. |
| 230 | 160 Amps, 3 Pole MCCB with Thermal magnetic release, Spreader link with extended rotary handle, Phase barrier with all necessary accessories. |
| 231 | Power capacitor for power factor improvement with oil filled with discharge resistance Heavy Duty, 3 phase 525 Volts 50 HZ conforming to ISS:2834 with ISI marking |
| 232 | Power & Control Cable |
| 233 | Supply and delivery of 1Run x 3 core X 2.5 SqMm, Copper conductor, armoured, XLPE insulated ,UG Cable with ISI MARK for the following equipments. |
| 234 | Cable distance from MCC panel to Vacuum Pump- 2 Nos. |
| 235 | Supply and delivery of 3.0 core, 16 SqMm, 1100V AC, XLPE Aluminium Armoured UG Cable with ISI MARK Cable distance between PMCC panel to SS Panel |
| 236 | Supply and delivery of 3.5 core, 25 SqMm, 1100V AC, XLPE Aluminium Armoured UG Cable with ISI MARKCable distance between PMCC panel to SS Panel |
| 237 | Supply and delivery of 31/2 core 50 SqMm. 1100V AC, PVC Aluminium Armoured UG Cable with ISI MARK Cable Distance between PMCC Panel toAPFCR panel |
| 238 | Supply & termination of cable lugs and Laying of cable in cable trench |
| 239 | Lighting arrangements |
| 240 | 30 W LED Street Light FittingMake: Philips / Havells |
| 241 | 20W 4 Feet LED fitting with LED |
| 242 | Earthing arrangements |
| 243 | TWIn CI earthing as per IS 3043/1987 and as per amendments 25-60 HP |
| 244 | Provision for DI Pipe connection |
| 245 | 200 mm DI PN10 Flanged pipes |
| 246 | 250 mm DI PN10 Flanged pipes |
| 247 | Manufacture, Supply and Delivery of Tamper proof DI single chamber air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable forwater supply mainincludingloading freight, transit, unloading and stacking them at site etc. complete |
| 248 | 80 mm DI Single Chamber Air Release Valve for 300 mm Main |
| 249 | Construction of the following sizes of THRUST BLOCKS in R.C.C 1:11/2:3 ( One cement , one and half sand , three aggregates) using 20mm hard broken stone (machine crushed) along the mains over a bed of CC1:4:8 (one cement,four sand , eight aggregate) using 40mm hard granite broken stone for bedblocks for the following bends including earthwork excavation in various soils for the required depth,filling with sand and including cost of steel, binding wire for reinforcement and cost of fabrication,centering charges , laying of concrete, curing,finishingetc complete as specified inmanual on water supply and refilling the trenches with excavated earth and as directed by the TWAD Board officers |
| 250 | 200 mm DI all socket 900 bend |
| 251 | 200 mm DI all socket 450 bend |
| 252 | 200 mm DI all socket 11.250 bend |
| 253 | 200 mm DI all socket 22.50 bend |
| 254 | 250 mm DI all socket 900 bend |
| 255 | 250 mm DI all socket 450 bend |
| 256 | 250 mm DI all socket 11.250 bend |
| 257 | 250 mm DI all socket 22.50 bend |
| 258 | Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in allsoilstrataincludingshoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for20operationsandproviding16mmthicknessMSplateofsize 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length forholdingtheMSplatesforThrustarrangementstoreceivethe impactsduringpushingoperationofencasingpipe.Loweringthe following size of MS encasing pipe by using Contractor’s crane and machineriesandjointingMSpipesbywelding,acrosstheNational Highways/StateHighways/Railways/Canalcrossingetcanddriving the horizontal bore by pushing / jacking method (trenchless technologymethod) usingcontractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. withoutinterfering and causing any hindrance to the movement of traffic or |
| 259 | any other vehicles, without any disturbances to the railway/road/canalformationetc.includingbailing/pumpingof waterwhereevernecessarywithoutaffectinganyinstallationlike watersupplypipeline/telephonecable,electriccablesetc.passing nearbyareaandscoopingtheearthinsidethepipesandpitand depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. Therateincludesthecostofdrivingpit,thrustbed/walland receivingpittothedepthofomto5mexcludingthecostofMSpipes. |
| 260 | For 200mm dia MS encasing pipe for various thickness |
| 261 | For 250mm dia MS encasing pipe for various thickness |
| 262 | Supply and Delivery of MS pipe for encasing |
| 263 | 610 x 12.50 mm MS pipe |
| 264 | Supply and delivery of followingsizes ofDuctile Iron socket/ spigot pipes classK7 as perIS 8329/2000and as amended from time to timewithISI markingincludingloading, unloading freight etc for delivery and stacking at site of work and as directed by the Engineer incharge. |
| 265 | 100 mm DI K7 pipes |
| 266 | 150 mm DI K7 pipes |
| 267 | 200 mm DI K7 pipes |
| 268 | 250 mm DI K7 pipes |
| 269 | Supply, Delivery and fixingof DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leakproof with face to face dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro\" body passage, inside and outside color Blue includingFlange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation chargesand stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN 10/16. |
| 270 | 200 mm dia D/F Gate valve for Isolation |
| 271 | 250 mm dia D/F Gate valve for Isolation |
| 272 | 150 mm dia D/F Gate valve for Isolation |
| 273 | 100 mm dia D/F Gate valve for Isolation |
| 274 | 200 mm dia D/F Gate valve for scour-250 mm main |
| 275 | 100 mm dia D/F Gate valve for scour-150 mm main |
| 276 | Manufacture, Supply and Delivery of Tamper proof DI single chamber air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable forwater supply mainincludingloading freight, transit, unloading and stacking them at site etc. complete |
| 277 | 50 mm DI Single Chamber Air Release Valve for 150 mm Main |
| 278 | Supply and delivery of the DI pipes and other specials conforming to IS 9523/2000 and as amended from time to time withISImarkingsand as ameded from time to time and (iii) PVC specials conforming to IS10124part I - XIIIand as amended from time to time for fixing in line,sluice valve/scour valves and Double Airvalves in Masonry pits includingloading , freight , unloading and stacking at site , etc.completecomplying with standard specification and as directed by the Engineer incharge. |
| 279 | DI Specials for Pipeline |
| 280 | 200 mm DI all socket 900 bend |
| 281 | 200 mm DI all socket 450 bend |
| 282 | 200 mm DI all socket 11.250 bend |
| 283 | 200 mm DI all socket 22.50 bend |
| 284 | 200 mm x 150 mm A/S TEE |
| 285 | 200 mm x150 mm DI A/S Tapper |
| 286 | 250 mm DI all socket 900bend |
| 287 | 250 mm DI all socket 450 bend |
| 288 | 250 mm DI all socket 11.250 bend |
| 289 | 250 mm DI all socket 22.50 bend |
| 290 | 250 mm x 200mm All Socket Tee |
| 291 | 250 mm x200 mm DI A/S Tapper |
| 292 | 150 mm x 100 mm A/S TEE |
| 293 | 150 mm DI all socket 900 bend |
| 294 | 150 mm DI all socket 11.250 bend |
| 295 | 100 mm DI all socket 900 bend |
| 296 | 100 mm DI all socket 11.250 bend |
| 297 | Specials for Sluice Valve 200/150/100 |
| 298 | 200 mm Flanged Socket Tail Piece |
| 299 | 200 mm Flanged Spigot Tail Piece |
| 300 | 250 mm Flanged Socket Tail Piece |
| 301 | 250 mm Flanged Spigot Tail Piece |
| 302 | 150 mmFlanged Socket Tail Piece |
| 303 | 150 mm Flanged Spigot Tail Piece |
| 304 | 100 mmFlanged Socket Tail Piece |
| 305 | 100 mm Flanged Spigot Tail Piece |
| 306 | Specials for Scour Valves |
| 307 | 200mm DUCKFOOT BEND |
| 308 | 200 mm DI D/F 90 deg bend |
| 309 | 200 x 200 x 100mm DI A/F SCOUR TEE |
| 310 | 250mm DUCKFOOT BEND |
| 311 | 250 mm DI D/F 90 deg bend |
| 312 | 250 x 250 x 200mm DI A/F SCOUR TEE |
| 313 | 100mm DUCKFOOT BEND |
| 314 | 100 mm DI D/F 90 deg bend |
| 315 | 150 x 150 x 100mm DI A/F SCOUR TEE |
| 316 | 100 mm DI Flanged Spigot Tailpiece |
| 317 | Specials for Airvalve |
| 318 | 250 mm x 80 mm DI D/SBr FlangeTee |
| 319 | 200 mm x 80 mm DI D/SBr FlangeTee |
| 320 | 150 mm x 50 mm DI D/SBr FlangeTee |
| 321 | Earthwork excavation and depositing on bank withinitial lead of 10 metres and lift of 2 metres in nerrow trenches having bed width 1.25m and bellow for laying of pipe for water supply in the following types of soil strata as directed by Engineer incharge. |
| 322 | Hard stiff clay,stiff block cotton,hard red earth,shales,murram gravel,stoney earth and earth mixed with small size boulders and hard gravelly soil.SS 20B |
| 323 | 0 to 2 m Depth |
| 324 | 200 mm DI K7 pipes |
| 325 | 200 mm DI K7 pipes |
| 326 | Lowering of DI pipes and specialsinto the trenches and laying to the proper grade and alignment and as directed by the TWAD Board Officers. |
| 327 | 100 mm DI K7 pipes |
| 328 | 150 mm DI K7 pipes |
| 329 | 200 mm DI K7 pipes |
| 330 | 250 mm DI K7 pipes |
| 331 | Jointing C.I/ D.I -S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) and as directed by the TWAD Board Officer |
| 332 | 100 mm DI K7 pipes |
| 333 | 150 mm DI K7 pipes |
| 334 | 200 mm DI K7 pipes |
| 335 | 250 mm DI K7 pipes |
| 336 | Testing of MS./CI./DI./P.V.C./H.D.P.E-Pipes with hudraulic testing equipment by filling with water (including cost of water @ Rs60/kl) and testing to recommended pressure in convenient stetches and attending the burst if any occurred during the test excluding the cost of pipes including other incidential operational charge etc complete for the following diametres of pipes and as directed by the TWAD Board Officer |
| 337 | 100 mm DI K7 pipes |
| 338 | 150 mm DI K7 pipes |
| 339 | 200 mm DI K7 pipes |
| 340 | 250 mm DI K7 Pipe |
| 341 | 90 mm HDPE 6KSC Pipe |
| 342 | 110 mm HDPE 6KSC Pipe |
| 343 | 125 mm HDPE 6KSC Pipe |
| 344 | 140mm HDPE 6KSC Pipe |
| 345 | 160mm HDPE 6KSC Pipe |
| 346 | 180mm HDPE 6KSC Pipe |
| 347 | Cutting D.I .Pipes TRUE to axis and filing smoothly and finishing the ends complete |
| 348 | 100 mm DI K7 pipes |
| 349 | 150 mm DI K7 pipes |
| 350 | 200 mm DI K7 pipes |
| 351 | 250 mm DI K7 pipes |
| 352 | Labour charges for cutting open BT Roadfor laying water mains and as directed by TWAD Board Officers. |
| 353 | BT Road Cutting |
| 354 | Construction of the following Sluice valvepit as per type design No 2 / CE / P&D madras with brick work in CM 1:5 (One cement and five sand ) using country Bricks, plastering with CM 1:3 (One cement and three sand )12mm thick, providing RCC 1:1 1/2:3( One cement , one and half sand and threecoarse aggregate) Cover slab including cost of steel, fabrication charges moulding charges including earth work excavation in all types of soils, levelling course in CC 1:4:8 (One cement , four sand and eightcoarse aggregate), cut stone in CM 1:3 (One cement and three sand ) and refilling with excavated earth around the pit and labour charges for fixing sluice valve, laying and jointing of all auxiliary pipes and specials, fixing surface box and including cost of jointing materials such as MS Bolts, Nuts, MS washers and rubber insertion sheets etc. complete and as directed Engineer incharge of works |
| 355 | 250 mm dia D/F Gate valve for Isolation |
| 356 | 200 mm dia D/F Gate valve for Isolation |
| 357 | 150 mm dia D/F Gate valve for Isolation |
| 358 | 100 mm dia D/F Gate valve for Isolation |
| 359 | 80 mm dia D/F Gate valve for Isolation |
| 360 | Construction of the following scour valve pit as per type design No.8 /CE / P&D Madras with Brick work in CM 1:5 (One cement and three sand ) using country bricks over a bed of CC1:4:8 (one cement four sand and eight coarse aggregate); plastering the wall in CM 1:3(One cement and three sand ) , 12mm thick; providing RCC 1:11/2:3(one cementone and half sand and threecoarse aggregate) cover slab including cost of steel. fabrication charges , laying and jointing of all auxiliary pipes and all specials, fixing of surface box, fixing cut stone in cm 1:3(One cement and three sand ); earthwork excavation. in all soils; refilling, with excavated earth around the pit and also including cost of jointing materials such as bolts, nuts, MS washers and rubber insertion sheet and providing disposal arrangement for spill water wherever necessary etc. complete as directed by TWAD Board Officers. |
| 361 | 100 mm dia D/F Gate valve for scour-150 mm main |
| 362 | 150 mm dia D/F Gate valve for scour-200 mm main |
| 363 | 200 mm dia D/F Gate valve for scour-200 mm main |
| 364 | Construction of the following Air valve pits as per Type Design No. 10/91 - 13 / CE (P&D) madras for single Air valve and as per Type Design No SAN TD 9/1943 for Double Air valve with brickwall in CM 1:5 (one cement and five sand) using country bricks over a bed of C.C.1:4:8 (one cementfour sandandeight course aggregate); plastering with cement mortor 1:3 (One cement and three sand) 12mm thick; providing RCC 1:11/2:3 (one cement, one and halfsand and three aggregate) cover slab including cost of steel fabrication charges,moulding charges,laying and jointing ofall anxiliary pipes and fixing Surface box, in soils , refilling with earth around the pit and also including cost of thejointing materials such asbolts,nuts M.S washers and rubber insertion sheet etc complete complete as directed Engineer incharge |
| 365 | 50 mm DI Single Chamber Air Release Valve for 150 mm Main |
| 366 | 80 mm DI Single Chamber Air Release Valve for 150 mm Main |
| 367 | Supply and deliveryof the following sizes of HDPE Pipes - PE 100 - PN6 conforming to IS:4984/2016, and specials as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per standard specifications and as directed by the Departmental Engineer. |
| 368 | 90 mm HDPE 6KSC Pipe |
| 369 | 110 mm HDPE 6KSC Pipe |
| 370 | 125 mm HDPE 6KSC Pipe |
| 371 | 140mm HDPE 6KSC Pipe |
| 372 | 160mm HDPE 6KSC Pipe |
| 373 | 180mm HDPE 6KSC Pipe |
| 374 | 90mmHDPE Bend |
| 375 | 90mmHDPE TEE |
| 376 | 110mmHDPE Bend |
| 377 | 110mmHDPE TEE |
| 378 | 125mmHDPE Bend |
| 379 | 125mmHDPE TEE |
| 380 | Supply, Delivery and fixingof DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leakproof with face to face dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro\" body passage, inside and outside color Blue includingFlange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation chargesand stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN 10/16. |
| 381 | ISOLATION |
| 382 | 80 mm in 90 mm main |
| 383 | 100 mm in 110 mm Main |
| 384 | For Scour Valves |
| 385 | 80 mm in 80 mm main |
| 386 | DMA Special work |
| 387 | Supply of DI Pressure Reducing and Flow Limit Control Valve (PN10/16) with the function to reduce higher upstream pressure into a preset lower downstream pressure and to not allow flow rate in the line to exceed beyond the defined set point. |
| 388 | 80 mm |
| 389 | 100 mm |
| 390 | 200 mm |
| 391 | 250 mm |
| 392 | Supply of Battery operated Electromagnetic flow Meters fo the DMA inlet pipe size with power & control Cables with complete hardware accessories etcas per tender specification.- Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flangedtube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec |
| 393 | 100 mm |
| 394 | 150 mm |
| 395 | 250 mm |
| 396 | Earthwork - excavating and depositing on bank with an initial lead of 10 m including bailing out water with lifts indicated below including guarding and lighting in trenches for laying of pipes in Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil (Ordinary soil) etc SS20 B. all complete as per standard specifications and as directed by the Departmental Engineer. |
| 397 | I Deoth of 2 m |
| 398 | DI Pipes |
| 399 | 200 mm DI K7 Pipe |
| 400 | 250mm DI K7 Pipe |
| 401 | HDPE Pipes |
| 402 | 90 mm HDPE 6KSC Pipe |
| 403 | 110 mm HDPE 6KSC Pipe |
| 404 | 125 mm HDPE 6KSC Pipe |
| 405 | 140mm HDPE 6KSC Pipe |
| 406 | 160mm HDPE 6KSC Pipe |
| 407 | 180mm HDPE 6KSC Pipe |
| 408 | Lowering the following HDPEpipes and specials into trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Departmental Engineer |
| 409 | 90 mm HDPE 6KSC Pipe |
| 410 | 110 mm HDPE 6KSC Pipe |
| 411 | 125 mm HDPE 6KSC Pipe |
| 412 | 140mm HDPE 6KSC Pipe |
| 413 | 160mm HDPE 6KSC Pipe |
| 414 | 180mm HDPE 6KSC Pipe |
| 415 | Jointing HDPE Pipes and Specials by butt fusionwelding / electro fusion welding Joints using fusion equipment as per ISO 21307-2011 and asper IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete asdirected by Officers incharge.. |
| 416 | 90 mm HDPE 6KSC Pipe |
| 417 | 110 mm HDPE 6KSC Pipe |
| 418 | 125 mm HDPE 6KSC Pipe |
| 419 | 140mm HDPE 6KSC Pipe |
| 420 | 160mm HDPE 6KSC Pipe |
| 421 | 180mm HDPE 6KSC Pipe |
| 422 | Cutting HDPE Pipes TRUE to axis and filing smoothly and finishing the ends complete |
| 423 | 90 mm HDPE 6KSC Pipe |
| 424 | 110 mm HDPE 6KSC Pipe |
| 425 | 125 mm HDPE 6KSC Pipe |
| 426 | 140mm HDPE 6KSC Pipe |
| 427 | 160mm HDPE 6KSC Pipe |
| 428 | 180mm HDPE 6KSC Pipe |
| 429 | Refilling trenches with selected excavated granular soil in layers not exceeding 20 cm in depth, ramming and consolidation of each layer, watering etc. all complete as per standard specifications and as directed by the Departmental Engineer. |
| 430 | DI Pipes |
| 431 | 200 mm DI K7 Pipe |
| 432 | 250mm DI K7 Pipe |
| 433 | HDPE Pipes |
| 434 | 90 mm HDPE 6KSC Pipe |
| 435 | 110 mm HDPE 6KSC Pipe |
| 436 | 125 mm HDPE 6KSC Pipe |
| 437 | 140mm HDPE 6KSC Pipe |
| 438 | 160mm HDPE 6KSC Pipe |
| 439 | 180mm HDPE 6KSC Pipe |
| 440 | Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rowsincluding painting the vertical poles in the roadfacing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete |
| 441 | Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete |
| 442 | Labour for cutting CC roads and BT for laying the following pipes and specials etc., complete as per standard specifications and as directed by the Departmental Engineer. |
| 443 | For CC roads as per separate Est |
| 444 | For BT roads as per separate Est |
| 445 | HSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size ( 1/2\", ), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 , Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house service connection, refilling, retoration of roads/drains testing etc complete with materials and specification as instructed by department officers. |
AI Tender Summary
Tender Timeline
May 06, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 07, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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