RE-CONSRUCTION OF STREET N.H. 7 (PAWAR NURSING HOME) TOWARDS THE H/O SH. VED PARKASH SHARMA AND SHOP OF SH. ROHILA TOWARDS THE RAM-SHARNAM IN W.NO. 05, PAONTA SAHIB HP

Amount

Excavation

Excavation in foundations,trenches etc.in earth work lift upto 1.5 meters staking the excavated soil not more then 3 meters clear from the edge of the excavation and then returning the slake soil in 15cm layers when required into plinths, sides of foundations etc. consolidating each deposited layer by remaning and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 meters.

Cutting in earth work & disposal of excaved earth upto a lead of 20 mtr. including haulage of materials with in all leads, lifts and carriage of materiaals, as per the direction of Engineer- in charge.

Providing & laying, Cement Conc. 1:4:8 (1 cem. 4: sand : 8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of centring & shuttering in foundation & plinth.Vertical surfaces such as walls partishion & the like including attached pillaster buttesses , plinth & string course & like. including haulage of materials with in all leads, lifts and carriage of materiaals, as per the direction of Engineer- in charge.

Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttring, and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 mtrs. and removal of the same for insitu-reinforcement concrete & plain concrete Vertical surfaces such as walls partishion & the like including attached pillaster buttesses , plinth & string course & like.

Providing, laying cement concrete 1:3:6 (1 cement : 3 sand 6 graded stone aggregate 40 mm. nominal size) excluding cost of centring and shuttering in : Foundation and plinth

15 mm cement plaster in single coat on rough side of bricks/concrete/stone wall masonary for interior plaster upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortar 1:6 (1 cement , 6 sand).

50 mm th. Cem. Conc. Flooring with 25 mm under layer of cement concrete 1:3:6 (1 cement : 3 sand : 6 stone aggregate of size 12.5 mm and below) and 15mm weaking layer in cem. Conc.)

Providing and laying cement concrete 1:2:4 (1 cement 2: Sand 3: Graded stone aggregate 20 mm nominal Size) and curing complete excluding cost of form work. In Foundation and Plinth.

Provinding and laying cement concrete 1:2:4 and curing complete excluding cost of form and reinforcement for reinforced concrete work in suspended floors roofs, landing shelves and their support balconies, beams, girders presumers and cantilever upto F-2 levels.

a) Provinding mild steel/tor steel reinforcement for R.C.C work including bending,binding and placing in position complete upto floor two level(Torsteel) including all leads,lifts and carriage of meterial.

Providing and laying of inter locking concrete block pavements having thickness 80mm as per drawing and technical specification clause 1504

DHARMENDER VERMA

KAMLESH PUNDIR

Randhir Singh

ANIL KUMAR