SOPD_ODS_23_24_133 Construction of Road under Kashipur Tea Garden of Udharbond LAC (i) Main Road Kashipur Tea Factory point to Digar Kashipur Nach Ghar (Ph-I) under SOPD-ODS (Tea Garden Road) for the year 2023-24

Amount

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5. (I) Private Land

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 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 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.

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, (II) A. Grading II (2) Using Screening Type B (11.2 mm Agg)

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, (II) A. Grading III (3) Using Screening Type B (11.2 mm Agg)

Providing and laying Interlocking Cement Conc. Block Pavement (M-30) having thickness 80mm as per technical specification clause 1504 (inclusive edge restrains and carriage) (Rate is excluding of 12% GST, 1% LWC and 0.5% SWACHA BHARAT)

Construction of RCC Road Side Covered Drain at Market Area (Ch. 0.00m to Ch. 140.00m, both sides) Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel, (I) P.C.C grade M 10, Nomonal Mix - 1:3:6

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, B. With natural gravel, III. RCC Grade M 20. Height up to 5.00m

Construction of 600mm dia HP (NP3) Single opening 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.

Pragati Enterprise

ALOK GHOSH

M/S MIDAS GRANITES

Bibhas Ranjan Deb