SOPD_G_24_25_24 Sri Sri Madhabdev Jonmo Khetra Development Prject- PWD road part (Improvement of road from NH15 at Bhogpur to Bihpuria via Letekupukhuri from Ch 0.00 m to Ch 8050.00 m CH-0.00 m to Ch- 350.00 m, L 8.40 Km) under SOPD-G for the year 20

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of groth upto 300mm, removal of stumps of such trees cut earlier ------- disposal of top organic soil not exceeding 150 mm in thickness as per technical specification I.In Area of non throny jungle

Dismantling of Cement Concrete Pavement (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 lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(c) Above 900 mm dia Hume pipe

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. i) Girth above 300 mm to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.ii)Girth above 600 mm to 900 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201iii) Girth above 900 mm to 1800 mm

Utility Shifting ( Electricity + Water supply(JJM) pipe etc.)

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Construction of embankement with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) From Private Land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading ,grading to required slope and compacting to meet requred with lead upto 1000m as per Technical Specification i) from private land

Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixed by rotavator with OMC and compacting with smooth wheeled roller to achieve the desired density,complete--- 2) Grading -II Materials

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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- II (C) Using Screening Type-B (11.2mm Agg.)

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 smooth whelled roller 80-100 KN ---- course aggregate watering and compacting it to the required density.(a) By Manual Means(II) Grading- III (C) Using Screening Type-B (11.2mm Agg.)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)

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/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)

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.)

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.)

Providing Hume type speed breaker DBM

Providing Hume type speed breaker BC

Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC 67, complete. i) 90 cm Octagon

Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC 67, complete. ii) 60 cm equilateral triangle

Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC67,complete.iv) 80cm x 60cm rectangular.

Providing & fixing of retro refectories cautionary mandatory & informatory sign as per IRC67,complete.iv) 60cm Circular

Reinforce cement concrete M15 grade kilometer stone/local stone i) 5 th. kilometer stone (precast)

Reinforce cement concrete M15 grade kilometer stone/local stone ii) ordinary. kilometer stone (precast)

Reinforce cement concrete M15 grade kilometer stone/local stone iv) 200 m stone (precast)

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

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)

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 streaksand holes and conforming to the MoSrt&H specifications

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. ) For Plain surface

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. ) For RCC railing

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

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 metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M-15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance.b) 750mm height.

Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail. (a) 150mm dia/ 150mm x 150mm size

Planting of Trees and their Maintenance for one 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 one year.

Providing,fitting & fixing in position of Ornamental Iron Grill at Median as directed by engineer in charge.

Traffic Channelising Island 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 B With natural Gravel ,I P.C.C Grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B With natural Gravel,III P.C.C Grade M20 Nominal mix (1:2:4)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Providing,fitting & fixing in position of Ornamental Iron Grill at Median as directed by engineer in charge

Supplying,installation ,testing and commissioning of 30 Watt LED Type Solar Street Light consists of solar photovoltaic module,with power output of PV Module 75 Wp, Battery Capacity 12.8 V,LiFePO4, 30 Ah , IP65 Protection,provided with 2LED indicators , height of pole :6 meter 50 mm dia, battery included in the luminaire enclosure with water proof and corrosion resistant,PV Module efficiency >14%, certified by MNRE authorized test center as per latest edition of IEC 61215 Edition II/IS 14286,PV Module warranted for output wattage > 90% at the end of 10 years and 80% at the end of 25 years, LED Chip efficacy (lumen/watt) >135, luminaire system efficacy - lumen output- lumen/watt: >120

RCC Box Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing ,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

Providing concrete for plain /reinforced concrete in open foundations complete as per drawingsand technical specifications Clause 802,803,1202 &1203,P.C.C grade M 15, Nominal mix (1:2.5:5)

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 ,803 ,1202 & 1203

Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804 ,805 ,806,807,1202 and 1204, A. With Crushed Stone,RCC Grade M20 for height upto 5 m

Supplying,fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructrue complete as per drawings and technical specification Clauses 1002 ,1005,1010 & 1202, P.C.C grade M 20

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206 .3,With crushed stone

Drainage spouts complete as per drawing and technical specifications Clause 1209

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204 .3.8, Sandy material

Providing weepholes in brick masonry / stone masonry ,plain / reinforced 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 Clauses 614 ,709 ,1204 .3.7

1000 mm Dia HP Culvert E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 I. ordinary Soil (A) Manual means (i) Depth up to 3.00m

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6) (I) PCC M10

Beeding of Pipe (ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works, (B)1000 mm dia

Pallab Chetia (BID ID -257208)