Package No. TN-238/19 Construction of Road from Ulubari Chawk to Baribandha Dhepargaon road under State Govt. Goodwill Project under SOPD-G for the year 2020-21

Amount

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 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

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.

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.

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.

2 Cell RCC Box Culvert (2.00mX2.00m) 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)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. i) Sand Filling

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

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

Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204. B. With Natural Gravel I) P.C.C. grade M25 i) Height upto 5m

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 B. With Natural Gravel (IV) RCC M-25 (a) Height upto 5m Nominial mix (1:2:4)

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

Supplying, fitting and placing TMT bar reinforcment (Fe 500 D) from primay Producer TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Supplying, fitting and placing TMT bar reinforcment (Fe 500 D) from primay Producer TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3 (B) With Natural Gravel

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.

Back filling behinf abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8.

Providing and laying certain walls complete as per drawing and technical specification Clause 1304. III) Cement Concrete Grade M-10

Drainage spouts complete as per Drawing and Technical Specifications Clause 1209

Construction flexible apron 1m thick comprising of loose stone boulders weighing not less than 25kg beyond curtain wall.

Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mmX500mm as per drawing and technical specification Clause 1205.5.7.

3 Cell RCC Box Bridge (3.00m X 3.00m) 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)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. i) Sand Filling

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

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

Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204. B. With Natural Gravel I) P.C.C. grade M25 i) Height upto 5m

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 B. With Natural Gravel (IV) RCC M-25 (a) Height upto 5m Nominial mix (1:2:4)

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

Supplying, fitting and placing TMT bar reinforcment (Fe 500 D) from primay Producer TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Supplying, fitting and placing TMT bar reinforcment (Fe 500 D) from primay Producer TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL in sub structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202.

Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3 (B) With Natural Gravel

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.

Back filling behinf abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8.

Providing and laying certain walls complete as per drawing and technical specification Clause 1304. III) Cement Concrete Grade M-10

Drainage spouts complete as per Drawing and Technical Specifications Clause 1209

PCC M15 ordinary grade (1:2:5:5) leveling course below approach slab complete as per Drawing and Technical Specifications Clause 800 & 1211. B. With Natural Gravel ii) Mix 1:2:5:5 (Hand mixed)

Reinforced cement concrete M25 grade approach slab including reiforcement and formwork complete as per Drawing and Technical Specifications Clause 800 & 1211 B. With Natural Gravel

Construction flexible apron 1m thick comprising of loose stone boulders weighing not less than 25kg beyond curtain wall.

THUNGRI KHAKLARY