Construction of stone boulder pitching U/s and D/s of Birma aqueduct, WBM on service road, approach road of VRB (Km. 6.390, 24.000, 30.800, 35.880, 40.160, 40.610) and scape at Km 22.900 and Inlet at Km. 30.850, Rapta at Km. 36.915, 37.510 in AFC

Amount

The quantities given here under are tentative. They can vary on either side upto any extant,the contractor shall have no claim on account of changes and shall be paid of the quantities as physically met at site reach of work for complete work. (Rates shall be quoted excluding GST)

Earth work in filling in mar, kabarm ranker & Kanker Mixed Soil with all lead upto 595m and initial lift including mechanical compaction dressing and all cost of material labour T&P etc. complete.

Blanket Coat Construction of granular Sub-base grade-IIIrd by providing well graded material, for blanket coat 15cm compacted thicknes 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 caluse 401.

Granular Sub-Base with well graded material (400.1) 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 caluse 401.

Water Bound Macadam Sub-base/base WBM Grading-II Providing, laying, spreading and compacting of 45-63 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Water Bound Macadam Sub-base/base WBM Grading-III Providing, laying, spreading and compacting of 22.4-53 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Providing & Laying Dry stone pitching with all lead & lift including all cost of material, labour, T&P etc. for proper completion of work.

Earth work in foundation of walls, piers, abutments etc.with disposal with in 30-m lead and 1.5 m. lift. in Mar, Kabar and Rankar soil.

Earth work in Mar, Ranker, and Kanker Mixed soils in digging or in embankment including lead upto 595 M and lift upto 1.50 M including dressing making profile and manual compaction but excluding mechanical compaction.

Centering and shuttering for P.C.C. work including of cost of shuttering. material and T & P etc. required. for proper completion of work.

P.C.C. 1:3:6 in Foundation including all cost of labour material T&P etc. for proper completion of work.

P.C.C. 1:2:4 in Foundation including all cost of labour material T&P etc. for proper completion of work.

Centering and shuttering for R.C.C. work including of cost of shuttering. material and T & P etc. required. for proper completion of work.

Laying R.C.C. 1:1.5:3 by mechanical mixing. including cost of all material, labour and T&P etc. all leads and lifts for proper completion of job as per direction of Engineer-in-charge.

Providing and Laying steel Reinforcement including cutting, placing, bending & binding with G.I. wire including all cost of material, labour, T&P etc. complete of work.

Supplying and laying of 900mm dia. R.C.C. hume pipe including all Carriage, loading, unloading, material, labour, T&P etc. complete of work.

Providing and Laying apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1. no fragment weighing less than 25 Kg. laid dry complete as per drawing and technical specifications clause 1301.

SAKSHAM BUILDERS

M/S LODHI ENTERPRISES