Reconstruction work of public roads by P.C. from near the houses of Bhagwan Singh Bisht, Meena Giri (2) Dipanjeel Kholiya Harendra Singh, (3) Bhuvan Chandola and others, and (4) from Khadakpur main road to the houses of Nandu Pandey and others.

Construction of Subgrade and Earthen 1,673.36 397.30 664,825.91 Shoulders Construction of subgrade and earthen s h o u l d e r s w i t h a p p r o v e d m a t e r i a l obtained from borrow pits with all lifts a n d l e a d s , t r a n s p o r t i n g t o s i t e, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

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. Ordinary soil 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 P.C.C. grade M 20 Nominal mix (1:2:4)

Plastering with cement mortar (1:4), 15 33.50 202.20 6,773.70 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 20

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. For Grading II Material

Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying , spreadingand compactings to neaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable creening to fill-up the interstices of coar seaggregate , watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means

Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing , laying , spread in gand compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 2 sper Technical Specification Clause 405. By Mechanical Means