GRAM RAHNIYAPUR BIGAHI ME RAJENDRA PRASAD KE DARWAJE SE MANIRAM KE KHET TAK INTERLOCKING KARYA

Surface dressing of the ground including removing and in-equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift upto 1.5 m DSR NO.2.28.1

Excavation in foundation in ordinary soil (Lime clay or sand ) including Lift upto 1.5m &leedupto 30.00mtr. Including watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the plinth as dircted by the engineer in charge up to a distance of 30.00mtr. from the foundation trenches as per SI. No.2.1.1

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4: 1 in foundation and under floors, including supply of all materials, labour and T &P etc. required for proper completion of the work.as per S1. NO. 273

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion ofthe work. as per S1. NO. 6.1.1

Excavating , supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 1km also including ramming …..complete DSR/PWD NO - 2.25(a) + 2.25(b)

Construction of Granular sub base by providing coarse graded material spreading in uniform layers with mortar grader….....complete as per clause 401.

Providing and laying Interlocking Concrete Block pavement having thickness 80 mm…...complete itemclause 1504 MORD 1500(6.7)

Providing and Laying DPC 25mm thick….complete item S.I. No. 4.10A

S/F of signboard including all complete work .

Site clearance and layout & photography