APART/NOCP/ ROADS/B-03(Construction of Road from Bahari Satra main gate to Subha Chenga Road via Bahari Kumarpara to Chenga Bahari PWD Road of Bahari village, Chenga Moza in Barpeta (Length- 1.560 K.M.))

Amount

Setting Out Unit=1KM Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specifications Clause N.100 v) Typical benchmark as per drawing 200.

Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1 By Manual Means In area of non thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 From Private land

Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1 From Private land

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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading 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 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 2 as per Technical Specification Clause 405. By manual means

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

Plain/Reinforced cement concrete in substructure complete as per drawings and technical specifications. Clauses 802, 804, 805, 806, 807, 1202 and 1204. PCC Grade M20. Nominal Mix (1:2:4)

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick,top and middle plate duly welded with MS flat iron 25mm x 5mm 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 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M15 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 MS will be stove enameled on both sides.Lettering and printing arrows,border etc will be painted with ready mixed synthetic enmel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Traffic Signs A) Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 ii) 60cm equilateral triangle

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast)

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

Single bamboo spur and palisading of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horizontally in three rows with cane or tying wire complete and struts 1500mm apart longitudinally and providing brush wood as per drawing and technical specification Clause 1302.5 i) Driven at least 900mm below ground and 1800mm above ground on average

Providing and laying standard single cell pre-cast box culvert along with wing wall, parapet wall etc. including necessary earthwork in excavation and refilling, transportation, erection joining by grouting etc complete as per Assam Standard Culverts (ASC) drawing and Technical Specifications (Measurement shall be made in number) Assam Standard Culvert (ASC) 1M x 1M as per technical specification and drawing (as per analysis enclosed)

Providing and laying standard single cell pre-cast box culvert along with wing wall, parapet wall etc. including necessary earthwork in excavation and refilling, transportation, erection joining by grouting etc complete as per Assam Standard Culverts (ASC) drawing and Technical Specifications (Measurement shall be made in number) Assam Standard Culvert (ASC) 2M x 2M as per technical specification and drawing (as per analysis enclosed)

Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out, coonstruction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excated suitable material with excavated material Ordinary soil upto 3m depth

Filling in foundation trenches as per drawing and technical specification Clause305.3.9 i) Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B.With natural gravel III) P.C.C. grade M 20 Nominal mix (1:2:4)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAI/Esser Steel/Jindal steel/Shyam steel/RINL ) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802,804,805,806,807,1202 and 1204 B.With natural gravel IV)R.C.C. grade m25 i)Height upto 5m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAI/Esser Steel/Jindal steel/Shyam steel/RINL ) in substructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

Providing and laying reinforced cement concretein superstructure as per drawing and technical specification Clauses 800,1205.4 and 1205.5 B.With natural gravel II) R.C.C. grade m25 a)Height upto 5m

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clause 800& 1206 A.With crushed stone

Construction of R.C.C. railing of M25 grade in cast-in-situ with 20,, nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800,900 and 1208.3

Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications Clause 614,709,1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material

Construction of flexible apron 1m thick comprising of loose stone boulder weighing not less than 25kg beyond curtain wall

Drainage sprout complete as per drawing and technical specifications Clause 1209

Sri Gunajit Nath

M S YSPL Enterprise