GRAM SABHA JAGDISPUR KALA (PANDEY KATYA) PRATHMIK PATHSHALA KE PICHE SHIV MANDIR KE PASS POKHARE KI KHUDAI TATHA GHAT NIRMAN

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Dewatering Charge ch-19 SL No-6

Excavation for roadwork in soil with Hydraulic exavator of 0.9 cum bucket capacity incluiding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to 1.5 m and laed upto 1000 m as per Technical Specification Clause 302.3

Excavation in foundation in ordinary soil (loamclay or sand)including 30 m.from the foundation lift upto 1.5 meter and lead upto 30 meter.and including filling watering and ramming of excavated earth in to the space between the building and sides of the foundation trenches or into the plinth and removel and disposal of surplus earth and directed by the Engineer in charge up to a distance of 30 m.from the foundation trenchesincluding all T&P phowarah and basket etc complete.(SI No.251) 300

Contruction of Embankment with available material obtained from pond pits with compaction work clause 301.4.1

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with nominal mix M-10, P.C.C.(1:3:6)

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

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .

RCC sitting bench as per lowest rate in market rate

Construction of RCC Ghat-20m

supplying and fixing of sign board

Please Enable Macros to View BoQ information