Construction of road from Barimakha PWD IB to Barimakha Jr. College via Barimakha Bathou Ashram H.S. School under CMs Goodwill Mission Project (RIDF XXXI of NABARD) for the year 2025-26. TN_384_10.

Clearing and Grubbing Clearing and grubbing of road land including up rooting rank vegetation, grass, bush, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. (I) By Manual Means- (a) In area of non thormy 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 compacted to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m. as per technical specification clause. (a) Private Land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (i) Private land

(A) By mx 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 rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (ii) For Grading material (Gr-II)

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density (Grading 3 as per Technical Specification Clause 405. A) By Manual Means Using stone screening Type-B 11.2mm for Gr.III

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

Providing and fixing retro reflectorised cautionary, mandatory and informatory sign 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 x 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm below ground level as per drawings and technical specification clause 801. 600mm equilateral triangle

600mm circular

800mm x 600mm rectangular

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification 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 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded 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, borders 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 primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clause 1301.

Hume Pipe Culvert Earthwork in excavation of foundation for structure as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. I. Ordinary soil (i) Upto 3m depth

PCC M15 in Foundation Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203. A. With crushed stone II. P.C.C grade M10 Nominal mix 1:3:6

Bedding for Pipe Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105 (i)

Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 802, 803, 1202 & 1203. A. With crushed stone II PCC grade M20

Plastering Plastering with cement mortar (1:4) 15mm thick on brick work in substructure as per technical specification Rate.

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. 1000mm dia

Construction of Slab Culvert 1.50m Span Earthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. I. Ordinary soil

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203. A. With Crushed stone. I. P.C.C grade M10 Nominal mix 1:3:6

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807 1202 & 1204. A. With Crushed Stone I. PCC Grade M15 (i) Nominal mix (1:2.5:5)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clasuses 800, 1205.4 and 1205.5 A. With crushed stone I. RCC Grade M20 (iii) For design mix RCC M20

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 A. With Crushed stone

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

Drainage spouts complete as per drawing and technical specification clauses 1209.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202.