Laying of paver Block and Construction of Chabutara in Lord Shiva Temple in Vargidih at ward no. 25 Under AMC

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) …..do….do…..specification and direction of E/I.5.1.1 + 5.1.2

Disposal of excavated earth in borrow area of 2 lead 1km(k) +2km(p) (Add 50% extra for loose volume)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. [3.16- RCD 2023]

Providing, supplying & spreading stone dust in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I. [RCD 4/M004]

Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete as per specifiacation and direction of E/1.[5.6.3]

Providing PCC M-20 in nominal mix of (1:1.5:3) in foundation with approved quality of stone-do--- [5.3.1.1]

Providing designation 75 B Brick work in C.M. (1:6) in foundation and plinth …. do….do....[5.2.6]

Providing designation 75 B Brick work in C.M. (1:6) in superstructure. ..do…. [5.2.14]

Plastering of 12 mm thickness with CM (1:6) …do…do…E/I. [5.7.3]

Providing 1.5 mm cement punning …...do…do… E/I.[5.7.11]

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 & do 4 pattern over 50mm thick compacted bed of sand, do 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. [DSR-16.91.2]

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 3 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). (dsr 16.69)

Carriage of Materials

Sand 1Km(K) + 5Km(P)

Cement 5Km(P)

Chips 1Km(K) + 40Km(P)

Bricks 1 KM (k)+7KM (p)

Add 18% GST

Adding Labour Cess @ 1%

For Sign board and Photography

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