SOPD_G_20_21_116 Construction of road from Met. Sepon Sunpura to Mokhhuti Station road under SOPD-G for the year 2020-21, (L 3.80 km), Thowra LAC

Amount

Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

Removing of all types of Hume pipe and stacking a lead of 1000m including Earthwork and dismentling of masonry works as per Technical specification Clause 202. (C) Above 900mm dia. Hume pipe

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) From private land

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 lead upto 1000 m as per Technical Specification Clause 303.1. (I) From private land

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 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

WBM Grading - 3 . Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm For Gr.-III

Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

Providing and Fixing "Logo' of PMGSY Project . Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Single row 1000mm dia HPC Earthwork in excavation for structure for structre as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and braching , removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of side (I) Ordinary soil upto 3m depth

PCC M10 ( 1:3:6 nominal mix ) in leveling course below open foundation of Head Wall as per drawing & Technical specification P.C.C grade M 10

Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 1000 mm dia. pipe.

Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

HITESH DUTTA