Construction of road from Mazbat TE Factory road to Mazbat railway station via Hindi L.P. School under State Govt. Goodwill Project under SOPD-G for the year 2020-21.

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees ……………...150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle.

Construction of embankment with approved material obtained from borrow pits, with a lift upto 1.5m, …………...Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (I) Private land.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift ……….. Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) Private Land

(A) By Mix in Place Method : Construction of granular sub base by providing well graded materials, spreading in uniform …………….. complete as per technical specification clause 401. (ii) For Grading- II materials

3) WBM Grading 3- Using stone screening type-B 11.2 mm for Gr-III: Providing, laying, spreading and compacting stone aggreegates of specific size to water bound macadem ……………... grading 3 as per Technical Specification Clause 405. (A) By Manual means.

(A) Inter locking concrete Block Pavement (i) (a) - Providing and laying of interlocking Concrete Block Pavement (M40) having thickness 80mm as per drawing and technical specification clause 1504 (inclusive of Edge restrain and carriage)

Extra for providing and laying Colour Interlocking Concrete Block Pavement as per technical specification clause 1504 complete including carriage.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause Stone 1703 ii) Ordinary kilometre Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause Stone 1703 iii) 200 m stoneStone (Precast)

CROSS DRAINAGE WORKS 1: Excavation for structure Earthwork in excavation for foundation of structure as per drawings and technical specifications,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side bottoms and back filling approved material. 1. Ordinary Soil (i) Depth upto 3m (with dewatering).

Plain cement concrete M-10(1:3:6 nominal mix) in levelling course to below open foundation of head walls as per drawing & technical specification clause 1109 B. with nataral gravel (I) PCC Grade M-10 Nominal Mix 1:3:6.

Bedding for pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per clause 1105(ii)

Providing and laying reinforcement cement concrete pipe NP3 for culverts of first class bedding of granular materials in single row includin fixing collar with cement morter 1:2 but excluding excavation protection works back-filling concrete and masonry works in head walls and parapets clause 1106. B. 1000 mm dia.

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, sa per drawing and technical specification clauses 602,603,604,1202 & 1204. I. In 1:3 Cement moratr

Plastering with cement moratr (1:4), 15 mm thick on brickwork in substructure as per technical specification clause 613.4 &

CROSS DRAINAGE WORKS 2: Excavation for structure Earthwork in excavation for foundation of structure as per drawings and technical specifications,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side bottoms and back filling approved material. 1. Ordinary Soil (i) Depth upto 3m (with dewatering).

Plain cement concrete M-10(1:3:6 nominal mix) in levelling course to below open foundation of head walls as per drawing & technical specification clause 1109 B. with nataral gravel (I) PCC Grade M-10 Nominal Mix 1:3:6.

Bedding for pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per clause 1105(ii)

Providing and laying reinforcement cement concrete pipe NP3 for culverts of first class bedding of granular materials in single row includin fixing collar with cement morter 1:2 but excluding excavation protection works back-filling concrete and masonry works in head walls and parapets clause 1106. B. 1000 mm dia.

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, sa per drawing and technical specification clauses 602,603,604,1202 & 1204. I. In 1:3 Cement moratr

Plastering with cement moratr (1:4), 15 mm thick on brickwork in substructure as per technical specification clause 613.4 &

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