SOPD_ODS_23_24_132 Construction of Road under Arkatipur Tea Garden of Udharbond LAC (i) Main Road Arkatipur Tea Factory point to Maidan Bill under SOPD-ODS (Tea Garden Road) for the year 2023-24

Amount

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

Construction of un-line Surface Drain of average cross section area 0.40 Sqm in soil to specific lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (avg. lead 25m) as per Technical Specification Clause 307) (A) Manual Means

Construction of Sub grade and earthen shoulders with approved materials 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 with lead up to 1000m as per Technical Specification Clause 303.1 (I) Private land

Construction of Granular Sub Base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading II Materials

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (iii) WBM Gr-III

Providing and laying Interlocking Cement Conc. Block Pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 including carriage (inclusive edge restrains and carriage)

Construction of Trapezodial C. C. Drain (Ch. 310.00m to 450.00m, Both Sides & other Stretches Excavation for Structures. Earth work in excavation fo structure as per drawing 7 technical specifacation Clause 305.1 incluiding setting out Costruction of shoring and bracing , removal of stumps and other deletirious of shoring and disposal up to a lead of 50m, dressing of side and bottom and back filling in trenches suitable mayerials.(up to 3m depth.)

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203.(A)With Natural Graval. Ii PCC Grade M10 (i)nominal mix-(1:3:6)

Plain/Reinforced cement concrete in sub stucture complete as per drawing and techinal specification clause 802,804,805,806,807 & 1204 RCC.(A)with Natural Gravel. (ii)PCC M20,(i)Nominal Mix (1:2:4)

Construction of 600mm dia HP (NP3) Single opening at Ch. 614.00m & Ch. 910.00m Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1, including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil (i)Up to 3.00m depth.

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. With Natural Gravel ( PCC Grade M10 )(I)nominal mix 1:3:6.

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4 cement morter

Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106.

Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.

Construction of 1000mm dia HP (NP3) Single opening at Ch. 410.00m Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil (i)Up to 3.00m depth.

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203. with natural Gravel, ( PCC Grade M10 ) (I) Nominal mix 1:3:6.

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4 cement morter

Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106.

Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.

JOYDEB DAS

Kamala Gogoi

Pragati Enterprise

SUROJIT SEN

AZAD HUSSAIN LASKAR

ABDUL JALIL MAZUMDER

TITU KUMAR DAS

DILIP DAS