CE/CW/22/2024-25

Amount

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Prime Coat:Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat:i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,layingwith a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing 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 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers toachieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen (ii) for Grading II (13 mm nominal size)

Direction and Place Identification signs upto 0.9 sqm size board:Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mmthick including reflectorising glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in bothdirection having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.

Traffic Signs A Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii 600mm equilateral triangle

Traffic Signs A Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorisedcautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii 600mm circular

Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure 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 of 1000 m as per Technical Specification Clause 202. (c) Reinforced Cement Concrete

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mm nominal sizemechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

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

Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling,watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Provided and fixing moulded cement concrete block of base width-15cm,height-55cm,fixing in proper position with proper level and grade at central verge as directed by the deptt.

Construction of decorative grill for foothpath railing

Construction of decorative grill for median railing

Tree Plantation Planting of Trees and their Maintenance for three Year (Planting oftrees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deepdug in the ground, mixing the soil with decayed farm yard/sludgemannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year.

DSR ITEM Eartwork in excavation by mechanical means (Hydraulic excavator)manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on planI ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for. Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) cum

12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer

Earthing with G.I. Earth pipe 4.5 Metre Long,40MM dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required

Providing and fixing 6 SWG Dia G.I. Wire on surface or in recess for loop earthing as required

Supply of cable 16.00 sq.mm 4core Alliminium RR Kable/Finolex/Gloster Make including storing intil laying

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation,sand cushioning,protective covering and refilling the trench etc. as required

Supplying including ITC of Ready made Street Light Timer panel No. of phase Three Power rating/indicative current rating for relay on 230 V basis and 0.6 PF 3 phase,18KW/43 A each phase system rated voltage (+/-10%) 440 volt,50HZ IP rating IP 54 manually settable timer with 12 programmes spreaded over a year as defined programme Yes manual ON/OFF Yes Intermediate ON-OFF Yes ON/OFF Timimg accuracy </=60 seconds GENERIC ATSC is an intelligents Street light control timer that can be used to control several existing strret light units Yes network /Communication support through GPRS and with GPS No each ATSC has built in networking support that communicates to the central server that can control each phase independently and log the performance of all or a cluster of street lights (If "No" write NA) NA Built in feature Astronomical timer Yes ATSC shall displayofLongitude,Latitude,Date,time,Voltage,current and on time and off time Yes Display of Energy in Kwh and Measurement of energy (in Kwh) non utility) with resolution 1% Yes PROTECTION Over voltage protection per phase 260 volt +/- 5 volt under voltage protection per phase 160 volt +/- 5volt

Supplying and fixing 5A to 32 A rating,240/415 V,10 KA,"C" curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc.as required. Single Pole

Providing service Connection charge to be paid to APDCL authority for including load security

Providing 3P 4W ICS DLMS complaint whole current energy meter,3x240 V phase to neutral,5-30 A Class 1.0 with pilfer proof box for consumer metering

Supplying including Installation of the Octagonal Poles shall be Designed to withstand the maximum wind speed of 169KM/Hrs.The Top Loading i.e.Area and Weight of Fixtures are to be considered to calculate maximum deflection of the poles and the same shall meet the requirement of BS:5649part-VI 1982.The pole shaft shall have Octagonal cross section and shall be continously tapered with single longitudinal welding.There shall not be any circumferential welding of the pole shaft .The welding of the pole shaft shall be done by submerged welding process.All octagonal pole shafts shall be provided with th rigit flange plate of suitable thickness with provision for fixing 4 foundation bolts.The base plate shall be filled welded to the pole shaft at two location i.e from inside and outside.The welding shall be done as per process approved by Third party inspection agency.(BAJAJ/PHILIPS/VALMONT/PARUTHI ENGR/Nezone Make) Pole Type BOP or equlvalent-1030 Height 10M.The materials of the pole as follows: Conforming to grade S355JO,Base plate Fe 410conforming to IS 226/IS 2062,Foundation Bolts:-6.8 Gr.As per IS

Supply of cable 70.00 Gloster Make including storing untill laying

Providing and installation of antique design LED Street light Luminaries of 150 Watts D Street Light 200 Watts in the existing pole with necessary wiring with 3 core 1.50sq.mm Sheathed cable from pole junction Box to Light(Philips/Crompton/Bajaj/LT/Jaquar make).GENERAL SPECIFICATION LED Rating (In watts.Luminaire system Effi Cacy (Lumen/Watts:>/=100Lm/watt.ngress protection (IP Rating) as per IS:10322(Part-1) : 1982 Latest:IP 66.Warrantry for free replacement (In years) : 5input Operating Voltage Range :140 to 270 volts AC.MORE STANDARDSLED Luminaire conformity to IS:10322/part-5 /section -3/2012 Latest and IS:16107 (Part-2/Sec-1):2012 Latest Yes Photo Biological Safety of LEDs used shall be as per IS:16108/2012 (Exempt Group) Yes.types of LED Luminaire as per IS :16107(Part-2/Sec-1)/2012 type-B.Types of LED modules as per IS:16103 (Part-2)/2012 Type-3.ELECTRICAL EFFICIENCY Automatic Higher Cut off voltage above 300 volts Yes Rated voltage 230 volts AC 50 HZ.AC power factor at full load >_0.95.Driver Efficiency (in %age)upto 100W:>_85%,above 100W>/=90% Yes. Total Harmonics Distortion <_10.the total circuit powershall not be more than 110 percent of the value declared by the manufacturer (as per CI:8 of IS:16104:2012 lates) yes.

providing arm Bracket 1.00 M and fixing it at existing pole design etc as approved by this Deptt.a Double Arm

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket,bend,couplers etc.conforming to IS 14930,part-II complete with fitting and cutting,jointing etc.direct in ground (75cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc.complete as required a 50mm dia (OD-63mm & ID-51mm nominal)

Supplying with installation testing and commissioning of 'G' Frame panel Boards,250 A "A" Frame MCCB.Outgoing 6 ways (IHVGF2500600) as approved and directed by the Deptt.note (This item is not available in GEM portal)

Construction of shallow foundation with M20 grade concrete for octagonal pole considering the safe soil bearing capacity at site as 10 T/sq.m at 1.60 mtr (minimum) depth with foundation bolts manufactured from special steel along with nuts,washer,anchor plate,common templates and all materials as directed by the deptt.

Construction of shallow foundation with M20 grade concrete for octagonal pole considering the safe soil bearing capacity at site as 10 T/sq.m at 1.60 mtr (minimum) depth with foundation bolts manufactured from special steel along with nuts,washer,anchor plate,common templates and all materials as directed by the deptt. 100Amp 4 pole MCCB

Construction of shallow foundation with M20 grade concrete for octagonal pole considering the safe soil bearing capacity at site as 10 T/sq.m at 1.60 mtr (minimum) depth with foundation bolts manufactured from special steel along with nuts,washer,anchor plate,common templates and all materials as directed by the deptt. 40A 4 pole MCB

Supplying,installation,testing and commissioning of 160 KVA,11/0.433KV (Aluminium)0.433KV 4 STAR Level 2 Aluminium wound outdoor type oil filled transformer complete including all accessories like Earthing terminal,Liftung Lugs,drain valve,Oil filling hole with plug,Silicagel Breather,First filling of Oil as per IS 355,arching Hom,Radiator,Air Release Plug,Conservator Tank etc.including the payment to be made to power supply authority for supervision charge,labour charge,cost of HT/LT meter and CT &PT with connection (excluding the cost of load security) and making necessary arrangement of obtaining NOC for charging approval of the sub-station from the competent authority as directed and specified by the department. Transformer should be as per CEA guidelines as ammended upto date.

supplying including fitting and fixing of Distribution Transformer (DTR) Fenching as specified and as directed by the department

Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes &patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.150mm nominal dia pipes

M/S Bright Engineer (BID ID -240700)