Construction of approach road to plot No. 79-C, EPIP Phase-I, Jharmajri, Teh. Baddi, Distt. Solan (HP).

Amount

excavation in cutting in soil by manual means with all lead. Excavation of road way in soil using manual means for carring of cut earth to embankment site with a lift in soil using manual means for carring of cut earth to embankment site with a lift upto 1.5 m and all lead as per Technical Specification Clause 302.3.

Consolidation of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal constructionof granular sub-base by providing local material spreading in uniform layers with motor grader on prepaired surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achive the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 i) Ussing gravel mix soil.

WBM Grading-2. Providing, laying, spreading and compacting stone aggregate of specific sizes of water bound macadam specification including spreading in uniform thick, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of course aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means.

WBM Grading-3. Providing, laying, spreading and compacting stone aggregate of specific sizes of water bound macadam specification including spreading in uniform thick, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of course aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade approved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approved color design and pattern. The contractor shall get prior approval of the paver blocks test samples of approved makes from the Engineer-in-incharge with in 15 dayes prior to the commencement of laying of block at site.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mm so as to give a fair finish including centering,shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. In all floors and heights and removal of the same for insitu- reinforced concrete and plain concrete work in:- a) vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth, and string courses and the like.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work : (a) Walls (any thickness but not less than 0.10 meter thickness) including attached pillaster butteresses, plinth and string courses etc. from top of foundation upto floor two level.

Providing mild steel/tor steel reinforcement for R.C.C. work including bending binding and placing in position complete upto floor two level. Tor steel.

Steel work welded with built up sections, trusses and framed work including cutting hoisting, fixing in position & applying a priming coat of red lead paint. a) In grating framed guard bars, ladders railing, brackets &similar work.

Excavation in dumped stones or mulba i/c staking of serviceable and unserviceable material separetaly & disposal of unserviceable material lead upto all lead (in nallah i/c excreata etc.) disposed material to be neatly dressed.

Providing and laying cement conrete 1:4:8(1cement:5sand: 10graded stone aggregate 40mm nominal size) and curring complete exculding cost of form work in foundation and plinth.

Pardeep Vij

RAMESH VIJ