Package No.201_2

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

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to places not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately. (b) Cement mortar

Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonary works as per Technical Specifications Clause 202 (b) above 600 mm to 900 mm dia Hume pipe.

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 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

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

Planting of Trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m 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.

RCC SLAB CULVERT : (SPAN 1 x 4.00 M.) 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.

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 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 15 (i) Nominal Mix 1:2.5:5

Stone masonry work in cement mortar in foundation complete as per drawing and Technical specifications clauses 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort)

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

Proviing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clause 800 and 1206.3. B. With Crushed Stone III. PCC Grade M 20 (i) Nominal Mix 1:2:4

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

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

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

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

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

RCC SLAB CULVERT : (SPAN 1 x 2.00 M.) 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.

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 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 15 (i) Nominal Mix 1:2.5:5

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

Proviing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clause 800 and 1206.3. B. With Crushed Stone III. PCC Grade M 20 (i) Nominal Mix 1:2:4

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

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

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

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

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

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

Bedding for pipe (i) Type A (Concrete Cradle) Laying Concrete Cradle bedding with M15 Grade Cement Concrete as per clause 1105 (i)

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.

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.

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