(A). Construction of Bituminous road from Gayatri Siksha Niketan-road no 04 to road no 19 and east and west side of road

Amount

Dismantling of cement concrete pavement 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 up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately .RCD SOR 2.06

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 4000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.RCD SOR 3.03

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. .RCD SOR4.01B (v) grading-V Material

Providing, 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.RCD SOR 4.14 B

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.RCD SOR 5.01A (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 surface cleaned with mechanical broom.RCD SOR5.02(i)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. RCD SOR 5.04AB

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.RCD SOR 5.05AB

Road Marking with Hot Applied 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 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.) RCD SOR 8.13

Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)RCD SOR 8.35

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (x) 80 cm x 60 cm rectangular RCD SOR 8.04

7 Mtr. height Octagonal Hot - Dip galvanized pole with top dia 70 mm bottom dia 130 mm & made of 3mm thick sheet, base plate dimensions 200 x 200 x 12 mm (LxBxT) including suitable sizes of foundation bolt all complete as reqd. (without Arm) ESOR M-742

Single Arm 1 Meter long. ESOR M-754

Installation Testing & Commissioning of the 7 mtr Octagonal pole & light fitting with the help of sutable tools and plant and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10 T / mtrs. Sq. but excluding wire and MCB. ESOR M-875

S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz. Luminarie shall be confirm to IS: 10322 part-5/section -3 and shall be complete with all neccssary accessories as required 90/100 watt LED Street light. ESOR M-9.1.7

Supply and drawing following sizes of FR PVC insulated copper conductor, Three core copper cable in the existing surface/recessed Steel/ PVC condduit as reqd. a) 3 X 1.5 sqmm ESOR M-1.15.3

Supply of XLPE insulated PVC sheathed heavy dutty, armoured electrical cable with aluminium conductor for working voltage up to 1100 volts. Including conforms to IS: 7098, part-1 ) a) 4 core 16 sq,mm. (For street light ) ESOR M-740

Providing and Suppliying in standard Length high density polyethlene pipe. (40 MM Dia) N.S

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground inculding excavation, and refilling the tranch etec as reqd. But Excluding sand cushioning and protective covering . ESOR 5.1

16sq mm aluminium lugs. ESOR M-4136

25mm dia, medium class GI pipes in road corssing.ESOR M-930

S/F Connector and 6 amp MCB including locking arrangment connection etc as reqd.ESOR 2.12.1

Outdoor stand mounted feeder panel with 63A TPN MCB incomer, 63 amp TP contactor automatic switching of liuminaries, power tool control incommer outgoing terminal etc as reqd.ESOR M-1546

Earthing with copper earth plate 600mm x 600 mm x 3mm thick inculding accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.ESOR 3.6

Supply and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including solding etc. as required .ESOR 3.7

Add 18% GST :

Add 1% Labour Cess:

M/S CHANDEL CONSTRUCTION

M/s Ray Construction