Package No. TN-238/13 Construction of 1 KM Road and 3 Nos Culvert from Tihu Doomni Road to Kasim Ali House under State Govt. Goodwill Project under SOPD-G for the year 2020-21

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. (ii) For grading II 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 (a) By manuals 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)

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) 60cm equilateral triangle

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer 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 2.5 mm thick including reflectorizing glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glaas 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.

Slab Culvert of 1.50M Spam (2 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

Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204. A. With Crushed Stone I) P.C.C. grade M15 i) Nominal mix (1:2:5:5)

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 (A) With Crushed Stone (IV) RCC M-20 (a) Height upto 5m Nominial mix (1:2:4)

Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3 (A) With Crushed Stone.

Proving weep hole in brick/masonary/stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm Dia AC pipe extending through the full with of the structure with slope of 1(V) 20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204. and 3.7.

Drainage spouts complete as per Drawing and Technical Specifications Clause 1209

Poviding and laying filter media with granular crushed aggregates as per Specification to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing, wall, return wall to the full height, compacted to firm condition complete as per Drawing and Technical Specification Clause 1204.3.8

Supplying, fitting and placing TMT bar reinforcment (Fe 500) in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Slab Culvert of 4.00M Spam (Single) 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

Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204. A. With Crushed Stone I) P.C.C. grade M15 i) Nominal mix (1:2:5:5)

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 (A) With Crushed Stone (IV) RCC M-20 (a) Height upto 5m Nominial mix (1:2:4)

Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3 (A) With Crushed Stone.

Proving weep hole in brick/masonary/stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm Dia AC pipe extending through the full with of the structure with slope of 1(V) 20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204. and 3.7.

Drainage spouts complete as per Drawing and Technical Specifications Clause 1209

Poviding and laying filter media with granular crushed aggregates as per Specification to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing, wall, return wall to the full height, compacted to firm condition complete as per Drawing and Technical Specification Clause 1204.3.8

Supplying, fitting and placing TMT bar reinforcment (Fe 500) in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Construction of RCC railling of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railling post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and technical specifications Clause 800, 900 and 1208.3

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS : 4826 in 100mmX100mm mesh (Woven diagonlly) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per Drawing and Technical Specification Clause 1301.

Providing and laying on 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 slopes as per Drawing and Technical Specification Clause 1302.

IMDADUL HAQUE