Package No.201_7

ROAD WORK : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and 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 as per technical specification clause 201. (i) By manual means (A) In area of non thorny jungle

Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5. (i) 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 1000m as per technical specification clause 303.1 (i) 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 smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (ii) For Grading II Material

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

Providing and laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage and edge restarint.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 6mm 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) 60 cm equilateral triangle.

iii) 60 cm circular

iv) 800mm x 600mm rectangular

Kilometer stone-Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and technical specifiction clause 1703. (ii) Ordinary Kilometer Stone (Precast)

(iii) 200m Stone (Precast)

Road Makers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS : 873 (part 4) 1973

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

RCC BOX CELL BRIDGE (SIZE 2.00 M X 2.00 M- 2 CELLS) : Earth work 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 upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 I. Sand Filling

Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 10 (i) Nominal Mix 1:3:6

Providing and laying reinforced cement concrete in open foundations complete as per drawing and technical specification Clauses 802,803, 1202 and 1203 B. With Natural Gravel IV. RCC Grade M 20

Plain/reinforced cement concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203. B. With Natural Gravel III. PCC Grade M 20 (i) Nominal Mix 1:2:4

Providing and laying reinforced cement concrete in sub-structure as per drawing and technical specification Clauses 802, 804, 805, 806, 807,1202 and 1204 B. With Natural Gravel IV. RCC Grade M 25

Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar (From Primary producer : TATA/SAIL/ESSER STEEL/JINDAL STEEL/SHYAM STEEL/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary producer : TATA/SAIL/ESSER STEEL/JINDAL STEEL/SHYAM STEEL/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V : 20H towards drawing force complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8

Providing pressure relief pipes 100mm dia bottom slab of box cell on filter media of 500mm x 500mm as per drawing and technical specification Clause 1205.5..7

Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel IV. RCC Grade M 25

Supplying, fitting and placing TATA/SAIL/Esser Steel/Jindal Steel/Shyamsteel/RINL) in super-structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With Crushed Stone

Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing and laying curtain walls complete as per drawing and technical specifications Clause 1304.

Drainage spouts as complete as per drawing and technical specifications Clause 1209.

RCC Guard post : Supplying, fitting and fixing RCC guard post 150 cm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23 cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (a) 30 cm dia RCC guard post with reinforcement of 6 nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrup at 15cm c/c

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

CD WORKS : 600 mm DIA HPC : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable make. I. Ordinari Soil (i) Upto 3 m depth.

Plain cement Concrete M10 (1:3:6 nominal mix) in levelling course below open founadtion of Head walls as per drawings & Technical Specification Clause 1109. B. With natural Gravel (I) PCC grade M 10 (i) Nominal mix 1:3:6

Laying 1st Class Bedding on well compacted sand, moorum as per clause 115 (ii) Granular bedding

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification Clauses 602, 603, 604, 1202, & 1204 I. In 1:3 Cement mortar.

Providing and laying reinforced cement concrete pipe NP-3 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. 600 mm dia.

Plastering with cement Mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.