Gandhi Udyan ke saamne Buddh Chowk ka Punarvikas evam Saundaryikaran ka karya.

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. D.S.R. Item No. 15.59

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. D.S.R. Item No. 2.8.1

Same As item no. 251 (above) but exavation in soil mixed with Moorum/Shingle/Kankar requiring the use of special T&P such as picaxe, subals etc. (excluding royalty.) PWD SOR Item No. 252

Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R. Item No. 4.1.8

Brick work in foundation 1st class b/work in 1:4cement and couarse sand mortar in fdn and plinth incl. supply of all materials , labour and t& P required for proper completion of the work D.S.R. Item No. 6.2.1

Brick work in SUPER STRUCTURE in 23 cm thk wall with 1:4 cement and coarse sand incl. all materials labour annd t&p etc. for proper completion of work. D.S.R. Item No. 6.4.1

Construction of granular sub base (G.S.B.) by providing close 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 vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate)

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 with approved color design and pattern. D.S.R. Item No. 16.91.2

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone D.S.R. Item No. 11.28.1

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). D.S.R. Item No. 16.69