ROAD WIDENING WORK FROM MAKODIYA AAM NAKA AGAR ROAD TO KANIPURA ROAD VIA VIRAT NAGAR (UJJAIN)

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200

Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) ncluding stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

i) Girth from 300 mm to 600 mm

ii) Girth beyond 600 mm to 900 mm

iii)Girth beyond 900 mm to 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes ,shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned up to a lead of 1000 meter including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. (a) In area of light jungle

Roadwork in soil Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Construction of embankment as per provisions of Section 305 with approved materials obtained from borrow pits confirming to requirements given in Table 301-1 of the specifications with all lifts and lead up to 2500 m, including transportation to site, watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications.

Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications complete.

Crusher Run Macadam - Providing & laying crushed stone aggregate, on a prepared surface , spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 407 of the specifications. By Mixing Plant: ii) For 37.5 mm maximum size

Construction of Dry lean cement concrete Sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section-601.

Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine agreegate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc.

Mild Steel dowel bars 25MM Dia 300 MM C/C & Length= 0.5 m

HYSD Tie Bar 12MM Dia @ 720 mm c/c Length 0.64 m

Providing & laying levelling course/annular filling in PCC M-15 nominal mix in foundation as per relevant clauses of section 1500, 1700 and 2100.

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with RCC Grade M20. Bottom

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

White washing with lime to give an even shade: New work (three or more coats)

Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.- 67 including cost of paint etc. complete.

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanicalmeans /manualmeans (exceeding 30cmindepth.) includingrammingofbottom, dressingof sides, disposal of excavated earth includingofallliftandleadupto50m.Disposed earth to be levelled and neatly dressed.

Crusher Run Macadam - Providing & laying crushed stone aggregate, on a prepared surface , spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 407 of the specifications. ii) For 37.5 mm maximum size

Providing and laying in position cement concrete of grate excluding the cost of centering and shuttering al lwork up to plinth level cement concrete grade M-7.5 ( nominal mix) with40 mm maximum size of stone aggregate

Providing and laying in position cement concrete of grade excluding the cost of centering and shuttering all work upto plinth level cement concrete gradeM-20 ( nominal mix)with20 mm maximum size of stone aggregate

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Wall (thickness) including pillasters,Butress,Plinth & StringsCourese

Suspended floors, roofs, landings, balconies and access platform.

Structura lsteel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ANGLE 45X45X5 MM

Removing all type of R.C.C. pipes and stacking within a lead upto 1000 meter including earthwork and dismantling of masonry works around pipes. Above 900 mm dia

By Mechanical means Means

Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications and as per clause 2706 of specifications.

Providing, laying and compaction Back filling behind abutment, wing wall & return wall with Granular material (CBR>7) complete as per drawing and Technical specification and as per appendix 6 of IRC-78

Providing and laying Cement concrete wearing coat M-30 grade excluding cost of reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

Dismantling of existing structures by manual means comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meter and as per relevant clauses of section-200 in.

Earth work in excavation of foundation of structures with all lifts & lead upto 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in Soil

Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications and as per clause 2706 of specifications.

Providing, laying and compaction Back filling behind abutment, wing wall & return wall with Granular material (CBR>7) complete as per drawing and Technical specification and as per appendix 6 of IRC-78

Providing and laying Cement concrete wearing coat M-30 grade excluding cost of reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means /manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed All kinds of ordinary soil

Filling by available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. inlayers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming toIS4984/14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed ( 110 mm dia ) 10 Kg/sq.cm :

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming toIS4984/14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed ( 160 mm dia )10 Kg/sq.cm :

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming toIS4984/14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed ( 250 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 90ْ confirming to IS specifications. ( 110 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 90ْ confirming to IS specifications. ( 160 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 90ْ confirming to IS specifications. ( 250 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 45ْ confirming to IS specifications. ( 110 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 45ْ confirming to IS specifications. ( 160 mm dia ) 10 Kg/sq.cm :

Providing and laying Bend 45ْ confirming to IS specifications. ( 250 mm dia ) 10 Kg/sq.cm :

Providingand laying Equal Tee confirming to IS specifications. ( 110 mm dia ) 10 Kg/sq.cm :

Providingand laying Equal Tee confirming to IS specifications. ( 160 mm dia ) 10 Kg/sq.cm :

Providingand laying Equal Tee confirming to IS specifications. ( 250 mm dia ) 10 Kg/sq.cm :

Providing and laying Reducer 10kg/sq.cm: confirming to IS specifications. ( 110 mm dia ) STEP III

Providing and laying Reducer 10kg/sq.cm: confirming to IS specifications. ( 160 mm dia ) STEP III

Providing and laying Reducer 10kg/sq.cm: confirming to IS specifications. ( 250 mm dia ) STEP III

Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc.by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) ( 110 mm dia )

Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc.by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) ( 160 mm dia )

Providing butt fusion welded joint/jointing by heating to th

e ends with the help of Teflon coated electric mirror/heater ends together etc.by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) ( 250 mm dia )

Providing and laying End Cap confirming to IS specifications. ( 110 mm dia ) 10 Kg/sq.cm :

Providing and laying End Cap confirming to IS specifications. ( 160 mm dia ) 10 Kg/sq.cm :

Providing and laying End Cap confirming to IS specifications. ( 250 mm dia ) 10 Kg/sq.cm :

Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 560 x 900 mm size extra heavy duty

Providing and laying Reducer 10kg/sq.cm: confirming to IS specifications. ( 25 mm dia ) STEP I

Providingand fixing gun metal/ brass check (non-return) valves Class-I, female ends, tested to 21.09 kg/sq.cm. 25mm dia Flanged

Labour for laying and fixing Screwed or flanged check (non-return) valves Class-I 25mm dia

Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 250 mm dia

Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 150 mm dia

Labour for laying and fixing of cast irondouble flanged sluicevalves including jointingandtestingbutwithout cost of Jointing materials. 150mm dia

Labour for laying and fixing of cast irondouble flanged sluicevalves including jointingandtestingbutwithout cost of Jointing materials. 250mm dia

Road Gully Chambers :-Construction of Brickmasonry road gully chambers with brick work in cement mortar 1:5 (1 cement: 5 course sand ) and 12mmplaster 1:3 including foundation in cement concrete grade M-5 (NominalMix) with stone aggregate 40mm nominal size Including precast reinforced cement concrete top cover and frame. (As per Drawing No. 18) Chamber 110x50x77.5 cm with 500x450 mm horizontal and 450x100 mm vertical gratings both.

Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment.

Shrubs: Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Caliandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia, Hibiscus Rosasinensis, Hibiscus Verigated, Hibiscus Viceroy, Jatropha Multifida, Largestomia Indica, Malpighia Coccigera, Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii, Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants.

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

3 X 1.5 sq. mm.

3 X 2.5 sq mm

Frequency Metre

Copper Bus bar strips with PVC sleeves

Aluminium bus bar strips with PVC sleeves

LED lamp indicator

Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply,installation,testingandcommissioningofAstro-TimeSwitch basedonAstroprogrami.e.calculationofsunriseandsunsettimesthrough date,timeandIndianPINCodes.ItshallhaveanoptionofAstroONperiod overridebytimeswitchandOffsetfunctionwhichallowsprogrammingof switchingtimesOffsetfromtheastronomictime.The230VACoperated AstroTimeWitchshallhaveanoperatingrangeof96...253VACwith1NO, 16A,AgSn02ContactmaterialwithStartingcurrentof120Aand1CO cadmiumFreecontacts,itshallhaveLCDstatusindicationwithbacklight displayalongwithinternaleasilyreplaceablebatteryonthefrontsidefor set- upandprogramming.TheelectricallifeatratedloadAC1shallbe1Lakh cyclesandshallworkatanambienttemperatureof-20to+50degC.It shallhaveadielectricstrengthbetweensupplyandopencontactsof4000V AC,betweenopencontacts1000VACrespectivelyandratedimpulse voltage(betweensupplyandcontacts)of6kVandratedimpulsevoltage (betweenopencontacts)of1.5kV.Themountingshallbeon35mmDINrail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC

Current Rating -25 to100 Amps & 70% -100% adjustable

Current Rating -160 Amps & 70% -100% adjustable

CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting

CurrentRating-250Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting

MCB SP 6Amp to 32Amp 10kA rating

MCB DP 6Amp to 32Amp 10kA rating

6 Amp to 32 Amp Rating

MCB FP For 50 Amp to 63 Amp Rating

50.00mm outside dia.

6 Sq.mm.(XLPE)

150 Sq.mm.(XLPE)

Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directingroundincludingexcavation,sandcushioining, protective covering and refilling the pit etc. as required

Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmm but notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required.

Earthing with G.I.Earth pipe 4.5 meter long and 40mm dia with masonary enclosure incementmortor, cover plate having locking arrangment on the top etc.(but without charcoal or coke and salt) complete as required.

Earthing with G.I. Earth plate 600mmX600mmX6mm thick including accessories and providing masonary encloser incement mortor,coverplatehaving lockingarrangmentonthetopandG.I. wateringpipe20mmdia2.7meter longetc.(butwithoutcharcoalor coke and salt ) complete as required.

Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling.

Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire.

Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required

Supplying and laying 8 SWG copper wire at 0.5 meter below ground level as conductor earth electrode including soldering etc. as required.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

GlandSize50mmsuitableforcable3½x150Sq.mmOR 3 x 185 Sq.mm

2.5 to 6.00 sq. mm

Upto 16 sq. mm conductor size

Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade)

Providing and fixing of sword canopy type double arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole

Providing and fixing of sword canopy type single arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole

4 meter Height

90 cm equilateral triangle

60 cm circular

60 cm x 45 cm rectangular

Road Marking with Hot Applied Thermoplastic Compound with Retro- Reflectorising Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms per sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per clause 803 of MORTH.

Hindi (Letters commas and the like not to be measured and paid.Half letter shall be counted as half)

English and Roman letters

Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of polycarbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5of IRC:35:2015 and clause 804 of MORTH .As per clause 804.2.2 of MoRTH and Section -5 of IRC:35-2015, there flecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the ligh tentering the lens face.The slope or retro-reflecting surface should be 35+/-5 degree to base .The reflective marker shall be fixed to the road surface using the epoxy / adhesives and the procedure recommended by the manufacturer .No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit at wo year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel.

Provision for Electrical line shifting work as per MPPKVVCL