Improvement of Punia to Ghogapar village Road under SOPD G for the year 2019-20, Tamulpur LAC. (From Ch. 0.00m to Ch. 3000.00m)

Amount

Clearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. (I) By manual means (a) In area of light jungles.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5 (I) Private land

Construction of sub-grade and earthen shoulder 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 compacted to meet requirement of table 300.2 with a lead upto 1000m as per tech. Specification cl no. 301.1 (I) Private land.

Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. (i) For grading I Material

WBM Grading : 3 Using stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny Grading 3 as per technical specification Clause 405. (1) Grading - II By Manual Means

Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 (Inclusive of Edge restraint and carriage) Quantity = 2500.00mX3.75m

Reinforced cement concrete M15 grade 15 Kilometer Stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc. complete as per Technical Specification Clause 1703. 3) 200m stone (precast)

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

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectororising grass beads @250 gms per sqr area thickness of 2.5mm is exclusive of surface applied grass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes anf conforming to the MoSrt&H Specification.

Trafic Sign A Retro-Reflectorised Signs 1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per IRC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 45cmX45cmX60cm, 60cm below groubnd level as per drawing and technical specification Clause 701 II) 60cm equilateral triangle

Trafic Sign A Retro-Reflectorised Signs 1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per IRC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 801 II) 600mm equilateral triangle

Trafic Sign A Retro-Reflectorised Signs 1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per IRC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 801 II) 800x600mm Retangle

Construction of Dustbin (3 Nos) Earth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material (I) Ordinary soil (Upto 3mm depth)

Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802.803.1202 and 1203. (A) With Crushed Stone (I) PCC Grade M-10 Nominial mix 1:3:6

Brick Masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clause 600,1202 and 1203.

Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802.803.1202 and 1203. (A) With Crushed Stone (III) PCC Grade M-20 Nominial mix 1:2:4

Plastering with cement mortar (1:4) 15mm thick on brick work in Substructure as per technical specification Clause 613.4 & 1204.

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

1000mm dia (Single) HP Culvert Earth Work in excavation for foundation of structures upto 3m depth as per Drawing and Technical Specification Clause 1104 including setting out. Construction of shorting and bracing, removal of stumps and other deletorious material, dressing of sides of bottom and back filling approved material.

Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105

PCC 1:3:6 in Foundation Plain reinforcement concrete M10 (1:3:6 nominal mix) in leveling course below open foundaion of head walls as per Technical Specification Clause 1109.

Brick masonary work in cement mortar in foundation of head walls complete excluding pointing and plastering as per Drawing and Technical Specification Clause 1109. A) Brick masonary in 1:4 Cement mortar.

Plastering Plastering with cement mortar (1:4) 15mm thick on brick work substructure as per drawing and technical specification rate

Providing and laying cement concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete & masionary works in head walls and paraptes class 1106. 1000mm dia

Plain/reinforced cement concrete in Substructure complete as per Drawing and Technical Specification and steel shutturing form work Clause 805, 806, 1202, 1204. iii) R.C.C. Grade M20

Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in substructure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Providing and laying Pitching oif slopes laid over prepared filter media as per Drawing and Technical Specification Clause 1302. i) Stone/Boulder

Providing and laying filter material underneath pitching in slope complete as per Drawing and Technical Specification Clause 1302.

1000mm dia (Double) HP Culvert Earth Work in excavation for foundation of structures upto 3m depth as per Drawing and Technical Specification Clause 1104 including setting out. Construction of shorting and bracing, removal of stumps and other deletorious material, dressing of sides of bottom and back filling approved material.

Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105

PCC 1:3:6 in Foundation Plain reinforcement concrete M10 (1:3:6 nominal mix) in leveling course below open foundaion of head walls as per Technical Specification Clause 1109.

Brick masonary work in cement mortar in foundation of head walls complete excluding pointing and plastering as per Drawing and Technical Specification Clause 1109. A) Brick masonary in 1:4 Cement mortar.

Plastering Plastering with cement mortar (1:4) 15mm thick on brick work substructure as per drawing and technical specification rate

Providing and laying cement concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete & masionary works in head walls and paraptes class 1106. 1000mm dia

Plain/reinforced cement concrete in Substructure complete as per Drawing and Technical Specification and steel shutturing form work Clause 805, 806, 1202, 1204. iii) R.C.C. Grade M20

Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in substructure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Providing and laying Pitching oif slopes laid over prepared filter media as per Drawing and Technical Specification Clause 1302. i) Stone/Boulder

Providing and laying filter material underneath pitching in slope complete as per Drawing and Technical Specification Clause 1302.

Sri Dhiraj Borgoyary