PDNA/ Kamrup /03

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 unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle From CH:0.00 to CH:1900.00 m

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. i) Girth above 300 mm to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. ii) Girth above 600 mm to 900 mm

Dismantling of existing structure like culverts, bridge,retaining walls and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification. Dismantling of (II) (a) Cement Concrete

Dismantling of existing structure like culverts, bridge,retaining walls and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification. Dismantling of Rubble Stone Masonry in Cement Mortar

Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required 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 construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating 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. (a) Private Land

(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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)

WBM 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/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. (A) By Manual Means

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints

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, 1.5 mm thick supported on a mild steel angle iron post 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 900mm side octagon

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, 1.5 mm thick supported on a mild steel angle iron post 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600 mm equilateral triangle

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, 1.5 mm thick supported on a mild steel angle iron post 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600mm circular

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, 1.5 mm thick supported on a mild steel angle iron post 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600 x 450 mm 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 specification clause 1703 (ii) Ordinary Kilometer Stone (Precast)

Providing and Fixing 'Logo' of CMGSY Project 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 will be welded with MS flat iron 25mmx5mmx size on back on edge. The lower plate will be welded with MS iangle iron 25mmx5mmx5mm. The anfle iron frame of the lower most plate and flate iron frameof middle plate will be welde to 2 nos. 75mmx75mm of 12SWG sheet tube posts duly embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level . The top most diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube . All MS will be stove enameled on both sides. Lettering and printing arrows, bordes etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1

Tree Plantation 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.

Slab Culvert Excavation for Structures: Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material. 1) Ordinary soil (i) up to 3m depth

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3:6

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) In 1:4 cement mortar

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone RCC Grade M 20 i) For height upto 5 m

Supplying, fitting and placingTMT(Fe-500D)reinforcement bar (Other ISI approved TMT reinforcement bar(SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providingand fixing20mmthickcompressible fibreboard inexpansion joint complete as per drawing and technical specifications

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 specification Clauses 614, 709, 1204.3.7

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as perTable1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent

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