Tender For Construction of master plan road from Gadiagaon to Ballampur village (railway under bridge) (direct 3.00 km) work of upgradation of road - ROAD WORK - Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches.SI. No. 251 (2022) 3 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) 401Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 4 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 406 5 Tack Coat - I Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.503 (i)On Granualar surface treated with primer @ 0.20kg/sqmProviding and applying tack coat-II using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.503 (ii)On bituminous surface @ 0.25kg/sqm 6 Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.505 (A) 7 Bituminous ConcreteProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects507 (B) 8 Road Marking with Hot Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick Including reflectorising glass beads 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35-2015 The finished surface to be level, uniform and free from streaks and holesMoRTH - 803 (8.13) 9 Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and luơng of raised pavement marker with Made of Plastic body of RPIW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTIA D4280, The Reflective panels shall consist of number of lenses contatning single or dual prismolic cubes capable of providing total Intermal reflection of the light entring the lens lace, Lonses shall be mouled of methyl methecrylale conforming 10 ASTIA 0788 of equivalent The slop or retro-reflacting surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cin. the marker height shat not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy vistallations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal be immediately removed. The contractor shall submit a two year warranty for sallsfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In additiona two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all malenals, labour. TSP, vansportation, instalation and incidenials all complete as per diruction of the Engineer-in-Charge MoRTH - 804 (8.35)- SuggestiveRPM( With Shank) 10 Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work.SOR (2022) New Item No. 3 (Page No. 61) 11 Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast . SI No. 279 (1) New tem Page No 40SI No 279 (2022) 12 First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. S.I.No. 305 S.I.No. 305 (2022) 13 Raised Pointing with cement and fine sand 1.25 F.M. mortar on Brick work in proportion of 1:2 , including supply of all material, labour and T & P etc. required for proper completion of the work.S.I.No. 577 S.I.No. 577 (2022) 14 Type-A, W: Metal Beem Crash Barrier Providing and erecting a W melal beam crash barrier comprising of 3 min thick cornigated sheel metal baam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 15 min spaced 2 in cenire to centre, 1.8 m high, 1.1 m below ground/road level, ail steel parts and Filments to be galvenised by hot dip process, all fistings to conform to 15:1367 and IS:1364, motal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm. 330 mm long complate as per clause 810 MoRTH - 810 (8.23) 15 ELECTRICAL WORK - Supply & fixing of 9 mtr GI Octagonal Pole of approved make top dia 70mm, BottOm dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation& back filling and Required T&P completee in all respect.SOR 202421.2.4 16 Supply and laying ofaluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.SOR 2024 20a.120a.1.1250 sq. mm 3-1/2 core 17 20a.1.316 sq. mm 2 core 18 Supplying and laying of63 mm Dia (OD-63mm & ID-51 mm Nominal )foIlowing size DWC HDPE pipe ISI marked along with all accesUP PWD SORies like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. DSR 202214.16.1 19 Supply and fixing of LED Street light Fitting with Mandatory Driver Set having die cast aluminium Body with Toughend Glass/U V Stablizer PO Cover and lenses suitable for 140 Watt to 150 Watt and Confirming to IP 66 and IK07 and aboveProtection having company LOGO Engraved Complete in all Respect . 18280-19500system lumens , High Power LED with Lenses , >130 Lm/W , PF>0.95, THD <10% St fUII load , CRI>70 ,Potted driver set in Metal Housing (Not Circuitory) phase to phase protection at 440V & >300 Vauto cut and restart feature, 4 KV Internal Surge Protection .SOR 202423.18 20 Supply & Erracetion of factory fabricated & wlred metal clad dust and vermin proof floor mountlng , M.S. Channel Base wlth bottom and top cable entreis Electrical control panel wlth TPN MCCB’s (Four Pole 36 KA with thermal magnatlcrelease)Switches Complete and Instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital meteringsystem for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KWetc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving andmounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete withsuitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.SOR 202420.1.1Incoming 100 Amp. MCCB-1 NoOutgoing 63 Amp. MCCB-2 Nos 21 Supply & Fixing of CCMS Panelwith Software complete as per Direction of Engineer in Charge . Note - CCMS Panel should be connected with Nagar Nigam Jhansi CCMS Control Room AS PER NAGAR NIGAM 22 Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anticorrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.SOR 2018 725 (d) 23 Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in allrespect. SOR 2018716 24 Supply & Wiring of Submains with 02 Nos 2.5 sqmm FRLSH PVC sulated 1100 V Grade Single Ce Multistrand Copper Conductor Table in existing PVC Conduit Complete including Supply of all Vlaterial , Labour and T&P etc required for proper Completionof Work as per Direction of Engineer in Charge.MR 25 Supply andfixingofplainorpintypecoppertinplated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as perdirection of the Engineer-Incharge. SOR 2018 504d16 sq mm 26 g 50 sq mm 27 Supplyandfixingofbrassnickleplatedcompression glandforPVCinsulated&armouredservedsheathed, undergroundcable including rubber ring etc.complete in all respect. The armouring of the cable shall be properly connectedwiththeearthasperdirectionofEngineer-Incharge.SOR 2018503I50 sq. mm 3-1/2 core 28 Numbering of pole wlth as per directlon of Engineer In charge.MR 29 Supply & Fixing of Radium Strip red and white on Pole as per Direction of Engineer in Charge. MR 30 Cement Conrete with 4 cm (1.5 ) gauge. SOR 2018 281 31 R.C.C Work 1:1:5:3 SOR 2018 288(1) 32 MS or Iron Plain Work SI NO504.00 33 12 mm Cement Plaster.SOR 201817.58 34 S/F of 6 Amp to 32 AMP DP MCB for Controlling of Street Light ,including Cost of Din Mounting Rail , Connecting Strip , Earth Link etc Complete In all Respect. MR
