Gol/AD19-20/04 Infrastructure upgradation grant to Tourist/Historical place of Sri Sri Pulibagan Adarsa Bornamghar,Pulibagan (Golaghat) by improving approach road including Road Side Plantation and Road Safety Measures inGolaghat Rural Road Division

Amount

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

Construction of granular sub base providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with small wheel roller to achieve the desired density, complete as per technical specification Cl. 401. iii) For grading II material.

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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. b) Grading III by manual means.

Inter Locking concrete Block pavement (i) Providing and laying Inter Locking concrete Block pavement having thickness 80mm as per drawings and technical specification Clauses 1504.

Providing and laying Coloured Inter Locking concrete Block pavement as per drawings and technical specification Clauses 1504.

Retro-reflectorised Traffic Signs :- 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

Const. of Speed Breaker 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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. b) Grading III by manual means.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor of the rate of 0.25to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

20mm thick Open- Graded Premix Carpet using Bituminus ( penetration grade/ modified bitumen ) Binder. Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2mmto 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508

Seal Coat:-, Providing and laying seal coat sealing the voids in a bituminous surface laid to be specified levels, grade and cross fall using Type B and Type C as per Technical Specification Clause 510 By Manual Means Bitumen (S-90)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control Over 10 cm in width

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. b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Delineator :- Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.

Road Marking :- 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.

Road Side RCC Pucca 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.

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 foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 10

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M20

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

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

HPC 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. Up to 3m depth.

Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 10

Bedding of Pipe :- (B) Type B (First Class) Bedding (ii) Laying First Class Bedding on well compected approved granular material as per Clause 1105 (ii)

Brick masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203. (ii) 1:4 cement morter.

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and Technical Specification Clause 602, 603, 604, 1202 & 1204 (i) In 1:3 cement mortar

Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B) 600mm dia

Plastering with cement mortar for (1:4), 15 mm thick on brickwork in substructure as per technical specifications clause 613.4 & 1204.

Backfilling in foundation trenches as per drawing and technical specification clause 1108

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) From private land

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.

Routine Maintenance for 1st Year

Routine Maintenance for 2nd Year

Routine Maintenance for 3rd Year

Mustafa Hussain

Gautam Bagaria

DADUL BHATTA

M/S Rodali Associates