ACE-EZ/SOPDG/2020-21/ TDSTRD

Amount

Clearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,saplingsand trees of grith upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used ,upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specation Clause 201.A. In area of light jungle

Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From private land

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plcae method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (with an initial lead of 5km) For grading-II materials as per MoRTH specification 401

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification spreading in uniform thicknes, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and of screening/ binding materials to fill up he interstices of coarse aggregate, watering and compacting to the required density (with an initla lead of 5km) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B

Providing and laying coloured interlocking block pavement(Coloured) of 80 mm thick as per technical specification of cl. No 1504 and filling the joints with a thin layer of sand ,construction of edge restrint with pcc 1:2:4 ( M-20 grade) for the both edges complete .

Providing and laying interlocking block pavement(Coloured) of 80 mm thick as per technical specification of cl. No 1504 and filling the joints with a thin layer of sand ,construction of edge restrint with pcc 1:2:4 ( M-20 grade) for the both edges complete .

PCC in foundation with 1:3:6 in foundation with crushed agrregate 40mm nominal size mechanically mixed complete as per drawing and technical specification

Earth work in excavation in foundation trenches as per drawing and technical specification (1) Ordinary soil (i) upto 3m depth

PCC in foundation with 1:3:6 in foundation with crushed agrregate 40mm nominal size mechanically mixed complete as per drawing and technical specification

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(b ) Bed with granular materials

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 works in head walls and parapets clause 1106. 1000 mm die

Providing brick massonry work in foundation complete as per drawing technical specification with 1:4 cement morter.

Plastering with cement mortar in prop. 1:4 on brick/stone surface complete as per drawin and technical specification .

Earth Work for cussioning Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From private land

Ranjan Dutta