Construction of road from Harclutta Birdutta road (Ramgaon village) to Thakuri Bazar Rail gate (TN_62/02)

Amount

Clearing and grubbing Road Land Clearing & 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 material and stacking of serviceable materrials to be used or auctined, 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) Inarea of non thorny jungle

Construction of Embankment with materials obtained form borrow pits, with a lift up to 1.5m transporting to site, speeding, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m per technical specification clause 301.5 (a) from private land (C/S area as per Statement-I)

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 slop and compacted to meet requirement of table 300.2 with lead upto 1000m. as per technical specification clause 303.1 (a) from private land (C/S area as per Statement-I)

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

WBM Grading 3 Using stone screening Type-B 11.2mm for Gr.III Providing, laying, spreading and compacting stone aggregate 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 Granding 3 as per Technical Specification Clause 405. (a) By Manual means.

Inter locking concrete Block pavement I) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 includive carriage. (A) Interlocking pavement block (a) Including edge block/Edge restraint.

Construction of Hume Pipe culvert Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) In Ordinary soil ii) Upto 3 m depth

(P.C.C M10 grade):plain cement concrete nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and complete by vibration including curing complete.

Brick masonry work in cement mortar 1:3 in foundation complete excepting pointing and disastering as per drawing and technical specifications Clauses 600,603, 604, 1202 & 1204. (1) In cement mortar 1:3

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

Item No. 8/B-12 Plastering with cement morter (1:3) proportion on brick work in substructure as per technical specification clause 313.3 & 1204

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. b)1000mm dia.pipes

RCC Slab Culvert E/W excavation for foundation of structure as per drawing and tech. specification …………………..3m depth

(PCC, M-10) Providing PCC in open foundation as per tech specification 802,803,1202 with crushed stone

(PCC, M-20) providing PCC/RCC in open foundation as per tech specification clause 1500, 1700 & 2200, PCC H-20 grade ( ht. up to 5m Nominal mix 1:2:4)

(PCC, M-20) providing PCC/RCC in open foundation as per tech specification clause 1802, 804, 805, 806, 807, 1202& 1204, PCC M-20 grade (ht. up to 5m Nominal mix 1:2:4)

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. t 48,414.80 (Other ISI approved TMT reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing weepholes in brick masonry concrete abutment……………….Clause 614, 709, 1204.37

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)

iii) 200 m stone (precast)

A. Retro-reflectorised Traffic Signs (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...........................................Technical Specification Clause 801 iv 80mm x 60mm rectangular

ii 60mm equilateral triangle

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 three guatrd and maintaining the plants for one year.

ARIFUDDIN AHMED