TN-236/2___Restoration Flood Damaged of Hortola Road (Ch. 3710.00m to Ch. 4130.00m and Ch. 5210.00m) under SOPD-FDR for the year 2019-2020

Amount

Guard Wall (For 10.00 in Length) 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)

Laying brick soiling 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 25mm thick layer of earth soiling watering and rolling the same with three road roller 80-100kN as per Technical Specification Clause 412

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

Stone masionary work in cement mortar in foundation complete as per drawing and technical specification Clause 702, 704, 1202 & 1203. III) Randon Rubble Masonary in 1:4 Cement Mortar

Stone masionary work in cement mortar for Sub-Structure complete as per drawing and technical specification Clause 702, 704, 1202 & 1204. III) Randon Rubble Masonary in 1:4 Cement Mortar

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.

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

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 complete as per drawing and technical specification Clause 1000 & 1202.

Guard Wall (For 10.00 in Length) 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)

Laying brick soiling 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 25mm thick layer of earth soiling watering and rolling the same with three road roller 80-100kN as per Technical Specification Clause 412

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

Stone masionary work in cement mortar in foundation complete as per drawing and technical specification Clause 702, 704, 1202 & 1203. III) Randon Rubble Masonary in 1:4 Cement Mortar

Stone masionary work in cement mortar for Sub-Structure complete as per drawing and technical specification Clause 702, 704, 1202 & 1204. III) Randon Rubble Masonary in 1:4 Cement Mortar

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.

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

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 complete as per drawing and technical specification Clause 1000 & 1202.

Protection Work 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 filter material underneath pitching in slopes complete as per Drawing and Technical Specification Clause 1302.

Providing and laying pitching on slopes laid over prepared media as per Drawing and Technical Specification Clause 1302. i) Stine/Boulder

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

AJIT KUMAR BASUMATARY

PRADIP DAIMARY

Sri Bhupen Nath

MANARANJAN BRAHMA

SUKUMAR BRAHMA