STBR/ Deposit Fund/Naharkatia-01 Construction of Approach Road from Sharma Tiniali to the Proposed Entry Gate of AVFCCL under Deposit Fund for the year 2025-26 in Naharkatia LAC

Amount

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (i) By Manual Means

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

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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

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. (i) Private Land

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

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. (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. By Mechanical Means with 1 km lead

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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,laying with 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.) I 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 to achieve 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.) I 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 (13 mm nominal size)

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Road Median Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I By Manual Means (a) Bituminous Courses

Earthwork in excavation 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 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 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3:6

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I. Brick masonry in 1:3 cement mortar

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade , sloped towards the kerb, kerb stone with channel laid with kerb laying machine,foundation concrete manually all complete as per clause 408.) A Using Concrete Mixer

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B Sandy material

RCC Covered Drain Earthwork in excavation 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 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 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3:6

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone II P.C.C. grade M 20 i) Nominal mix (1:2:4)

Utility Shifting

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 600mm equilateral triangle

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 600mm circular

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 800mm x 600mm rectangular

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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

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 reflective pavement marker with Micro prismatic lens in both direction 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 ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-

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

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.

Providing, fitting & fixing in position of Ornamental Iron Grill at Footpath as directed by the Engineer in charge.

Chequered Tiles for Footpath.

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (A) For Plain surface

Earthing with G. I. Earth Pipe 4.5 metre Long, 40 mm 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 4 Core Al;iminium 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, 18 kw/ 43 A each phase System Rated Voltage (+/- 10%) 440 Volt. 50 Hz IP Rating IP 54 Manually settable timer with 12 programmes spreded 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 timmer that can be used to control several 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 independently and log the performance of all or a duster of street lights (If" No" write NA) NA Built in feasure Astronomical timer Yes ATSC shall display of Longitude, 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 +/- 5 Volt.

Supplying and fixing 5 A 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 compliant whole current energy meter, 3 x 240 V phase to neutral, 5 - 30 A Class 1.0 with piller proof box for consumer metering

Supplying including installation of the Octagonal Poles shall be designed to withstand 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 hane 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 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 410 Conforming to IS 226 / IS 2062, Foundation Bolts :- 6.8 Gr. As Per IS

Supply of Cable 70.00 Sq.mm 3.5 Core Al;iminium RR Kabel . Finolex / Gloster make including storing intil laying.

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

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 1.50 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 : 10322 (Part-1) : 1982 Latest : IP 66. Warrantry for Free Replacement (In years) : 5 Input Operating Voltage Range: 140 to 270 Volts AC.MORE STANDARDSLED Luninaire Conformity to IS : 10322 / Pat -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 Autometic 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 power shall not be more than 110 percent of the value declared by the manufacturer (as per Cl: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) Single 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 (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 materials as directed by the deptt.

100 Amp 4 Pole MCCB

40A 4 Pole MCB

M/s ASCON (BID ID -289454)