TN_16_23

Amount

(A) Road Work: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 (including compensation of earth) (a) (Including cost of testing of materials at site and laboratory as directed by deptt.) (i) Private Land.

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 compacting to meet requirement of Table 300-2 (Including compressing of earth) (a) (Including cost of testing of materials at site and laboratory as directed by deptt.) (i) Private Land.

Granular Sub-base/base/surface course with localy materials by mix in method normal construction of granular sub-base by providing local material spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per Technical Specification clause 408. For grading II material.

Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with vibratory roller 8-10 tones stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (III) Grading -III (53 to 22.4 mm with sdeering materials type B)

Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504.

(B) CD Work: R.C.C Box Cell Bridge, Size= 1.00m x 1.00m, 1 Cell, & Size= 2.00m x 2.00m, 1 Cell 1 No. Earth work in excavation of foundation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. 1. Ordinary Soil (i) Upto 3.00m depth

Sand Fillling in foundation trenches as per drawing and technical specification 305.3.9

PCC 1:3:6 in foundation.Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone i) P.C.C grade M 10 i) Nominal mix 1:3:6

PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With Crushed Stone (iii) P.C.C Grade M 20 (i) Nominal mix 1:2:4

Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone (iv) RCC GRADE M 25 (i) Heigth up to 5m

Providing & laying Reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With Crushed Stone iv) R.C.C Grade M-25 a) Height upto 5M

Supplying, fitting and placing TMT reinforcement in sub structrue complete as per drawings and technical specification Clause 1002, 1005, 1010 & 1202.

Supplying, fitting, and placing TMT reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone

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 Clause 614, 709, 1204.3.7.

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

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 III.Cement concrete grade M 10

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

SHREE MOYEE CONSTRUCTION

JOON DAS

MAIDANGSHRI

PREMJIT BORO

JANEN BRAHMA