Construction of Mahila Mandal Bhawan in GP Mangoo Tehsil Arki, Distt. Solan HP.(Under DMFT)

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 by the Engineer-In- Charge at site, according to the H.P.P.W.D. specification including all incidental charges. i/c all leads , lifts & carraige of material.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour) and as directed by Engineer-In- Charge

Providing form work with steel plates 3.15 mm (Three point fifteen) thick welded with angle iron in frame 30x30x5 mm. So as to give a ffair finish centring , shuttering, strutting and propping etc. with wooden battens and bellies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs (Four meter) ,and removal of the same for in situ- reinforced concrete & plain concrete work in ; i/c all leads , lifts & carraige of material. (i) in foundation and foottig basis etc.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Suspended floors, roofs, landings,balconies and access platform

Edges of slabs and breaks in floors and walls: (i) Under 20 cm. (Twenty centimeter) wide.

Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802,803, 1202 &1203 . P.C.C. nominal mix 1:5:10 (1 cement: 5 sand :10 aggregates-40mm)including carriage of materials in all leads and lifts. and as per the direction of Engineer-In- Charge

Providing and laying cement concrete1:4:8 (one cement isto four sand is to eight graded stone aggregate forty milimetre nominal size ) and curing complete as per HPPWD specification 1990 (one thousand Nine hundred Ninety ) volume-I including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.In foundation and Plinth in all depths and levels.