Construction of P.C.C Road from at papagada daudu uli chowk to mahaburu bingmah river, Under Block Manjhari.

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.02

Clearining and Grubbing Road Land (Clearining and grubbing road land inclluding uprooting rank vegetation grass bushes, shurbs, spaling and trees of girth up to 300 mm removal of stumps of such tree cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 m includding top organic soil not exceeding 150 mm in thicknees) S.O.R. Item No. 2.03(l)A

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 compacted to meet requirement of Table 300.2 with 1000M Lead as per Technical Specification Clause 303.1 S.O.R. Item No. 3.18

Construction of granular sub-base by providing well graded material, 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.(By Mix in Place Method) With Grading -l Material

Cement Concret Pavment (PCC Grade M25 using batching plant, transit mixer & manual placing grade as per drawing and Technical Specification) S.O.R. Item No.12.08 (ii) D

Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick....of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 3 mm Angle mounted on a mild steel circular pipe ...do..do all. S.O.R. Item No. 8.05

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. SOR Item No -3.13 (i) A.

Providing and laying of dry rubble fiooring complete as per drawing and Technical Specification Clause 1303.3 S.O.R Item No 16.09

Plain /Reinforced cement concrete in open foundation complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 12.8 A

Stone massonary work in cement mortar in foundation complete as per drawing and Technical Specification Squar RubbleCoarse Rubble massonary in C.M (1:3 ) in Foundation S.O.R Item No 12.7 A

Stone massonary work in cement mortar in sub-structure complete as per drawing and Technical Specification . Coarse Rubble massonary in C.M (1:3 ) in sub- structure. S.O.R Item No 13.4 B

Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 13.5 A (p)

Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M20 in Abut cap ) S.O.R Item No 13.5 B

Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M25 in Deck slab) S.O.R Item No 13.5 F Case I(p)

Providing and laying cement concrete Werain coat M30 grade including Reinforcement complite as per drawing and Technical Specification. S.O.R Item No 14.4

Supplying fitting and placing HYSD bar reinforcement in super structure complite as per drawing and Technical Specification. S.O.R Item No 13.6

Plastring with cement mortar (1:3) 15 mm thick on brick or stone massonary work in structure Technical Specification Clause 613.4 ,1204 S.O.R Item No 13.3

Providing weepholes in brick/stone massonary Plain/ reinforced concrete abutment , wing wall, return wall, with 100 mm dia Ac pipe exlending through the full width the structure with slope of 1(v):20(H) towards drawing face complite as per drawing and Technical Specification. Clause 614,709, 1204,3.7 S.O.R Item No 13.8

Back filling behind abutment wing wall and return wall with sandy material complite as per drawing and Technical Specification. Clause 1204,3.8 S.O.R Item No 13.9.B

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. SOR Item No -3.13 (i) A.

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. P.C.C Grade M-15 SOR Item No. - 12.08A Case-II.

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) SOR Item No. - 12.07B.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry (Coursed/uncoursed). SOR Item No. - 13.04B

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 SOR Item No. - 13.05 A(P).

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. SOR Item No. - 13.08

Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications. SOR Item No. - 13.02

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. SOR RCD Item No. - 13.10

Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Carriage of materials. Cement

S/Chips

Boulder

Metal

Labour Cess 1%