MMNPPNA_23_24_148 Construction of Gaurav Path Road at Basugaon Thana Road from(Ch. 0.00m to Ch. 500.00m) under Mukhya Mantrir Nagariya Pakipath Nirman Achani (MMNPPNA) for the year 2023-24, Basugaon MB

Amount

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Excavation in Ordinary Soil : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.

A) By Mix in Place Method. Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material G.S.B. Gr-II (150 mm)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (A) By Mannual Means II) Grading II b) Using Screening Type-B (11.2mm Agg.) W.B.M - II (75 mm)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Mannual Means II) Grading III b) Using Screening Type-B (11.2mm Agg.) W.B.M - III (75 mm)

Providing and laying interlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504 including carraige a) Including Edge block/ Edge restraints. I.C.B.P. (80 mm)

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Retro-reflectorised Traffic sign (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 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60 cm equilateral tringle

Retro-reflectorised Traffic sign (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 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60 cm circular

Retro-reflectorised Traffic sign (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 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (v) 60 cmx 60 cm Square

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 and conforming to the MoSrt&H specifications

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.

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

Construction of RCC Drain : (0.80m x 0.80m & 1.00 m x 1.00 m) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding where necessary, sorting the dismantled material, disposal of unsericeable material and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete.

Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. i) Ordinary Soil (i) upto 3.00 m depth

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

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203. A. With Crushed Stone: I. PCC Grade M10 (i) Nominal Mix 1:3:6

Providing concrete for plain/ rainforced concrete in substructure complete as per drawings and technical specifications clause 802, 804, 805, 806, 807, 1202 & 1204. A. With Crushed Stone: IV) R.C.C. grade M25 i) For Height upto 5m.

Supplying, fitting and placing TMT bar reinforcement (Fe415) in substructure complete as per drawing and technical specifications as per MORTH clause 1002, 1005, 1010 & 1202.

Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8

Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8. i) Sandy material

Construction of Street Light Earthing with G.I Earth Pipe 4.5 Metre Long, 40 MM Dia including accessories and providing masonary 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 4 core Alliminium RR Kabel/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. Upto 35.00 Sq.mm.

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, 50 Hz 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 Timing accuracy <=60 seconds GENERIC ATSC is an intelligents Street light control timer that can be used to control sevaral existing street 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 idependently and log the performance of all or a cluster of street lights (If" NO" write NA) NA Built in feature Astronmical timer Yes ATSC shall display of Longitude, Lattiude, Date, Time, Voltage, Current and On time and Off time Yes Display of Energy in Kwh and Measurement of energy (inkWh) (non utility) with resolution 1% Yes PROTECTION. Over Voltage Protection per phase 260 Volt +/-5 Volt Under Voltage Protection per phase 160 Volt +/-5 Volt

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commisioning 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, 3 x 240 V phase to neutral, 5 - 30 A Class 1.0 with pilfer proof box for consumer metering.

Suppying including installation of the Octagona Poles shall be designed to withstanfd the maximum wind speed of 169 KM/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:5649 Part-VI 1982. The Pole shaft shall have Octagonal cross section and shall be continuosly 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 the rigid 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 equivalent-1030 Height 10 M. The materials of the Pole as follows : Conforming to grade S355JO, Base plate Fe 41O Conforming to IS 226/IS 2062, Foundation Bolts :- 6.8 Gr. As per IS.

Supply of Cable 70.00 Sq. mm 3.5 core Alliminium RR Kabel/Finolex/Gloster Make including storing intill laying.

Provide service cable connection disconnection charge to be paid to APDCL authority.

Providing and installation of antique design LED Street Light luminaries of 150 WattsD Street Light 200 Watts in the Existing Pole with necessary wiring with 3 core 1.50 Sq.mm Sheathed Cable from Pole junction Box to Light (Philips/Crompton/ Bajaj/LT/Jaguar Make). General Specification LED Rating (In Watts)/System Wattage/ Rated Power-200 Watts Luminaire System Effi Cacy (Lumen/Watts) >/= 100 Lm/Watt.ngress Protection (IP Rating) as per IS:1022 (Part-1) : 1982 Latest : IP 66. Warrantry for free Replacement (In Years) : 5.input Operating Voltage Range:140 to 70 Volts AC MORE STANDARDSLED Luminaire Conformity to IS:10322/Pat-5/Section-3/2012 Latest and IS :106107 (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 50Hz. 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 power shall not be more than 110 percent of the value declared by the manufacturer (as per CI:8 of IS:16104:2012 Lates) Yes Optical LED.

Providing arm bracket 1.00 M and fixing it at existing pole design etc as approved by this Deptt. A) single Arm.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplere 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 a) 50 mm dia (OD-63 mm & ID-51 mm nominal).

Supplying with installation testing and commissioning of 'G' Frame Panel Boards, 250 A "AA" 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 material as directed by the deptt.

100 Amp 4 Pole MCCB

40 A 4 Pole MCB

CHENTU CHAKLADER

NABA BASUMATARY

Trinath Basumatary