WARD NO. 33 MOH. DEVENDRAPURI ME RAVI RAGHAV KE DUKAN KE SAMANE VA RINKU KE MAKAN KE SAMANE PARK KE BAUNDRI TARBANDI AUR BHARAV KA KARY.

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.2.8.1 All kinds of soil.

Providing and laying in position cement concrete of 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)excluding the cost of centering and shuttering - All work up to plinth level

M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a)

12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a)

P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a)

Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 7 Km as per si no 253(a) , 261©

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete

Applying Plaster of Paris 2 Coat

Distempering with oil bound distemper (2 Coat) of approved brand and shade

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 vibratory roller to achive desire density complete as per technical specification clause as per MORD 401

Supply & Laying of 80 mm thick precast cement concrete I- shaped interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm O.P. cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 5.0 Kg per no . confirming to IS:15658-2006 including all and i/c 4cm sand layer

MS or iron work in small sizes and section such as Holding down bolts, hold fast, tie rods, grating etc wrought to required from including supply of steel boltsm, nut wastage etc. & their fixing req for proper completion of the work

R.C.C Work 1:1.5:3 in cement,c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing

M.s or tor steel in plain such as RCC work i/c its cutting, bending & binding complete As Per DSR 5.22

S&Fixing of granite stone of all work details engraved including all complete work

Barbed wire will be provided from N.P. Store

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