Development of Play ground at GSSSS Lodimajra Tehsil Baddi Distt. Solan HP (SH C/O R/wall along with edge wall of Lodhi Majra Khad HPC 900mm for drainage Badimintion court etc Under MMYKPY

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to all leads and dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil as per the direction of the Engineer In-charge

Providing and laying cement concrete 1:4:8curing complete including the cost of form work plain/reinforced concrete in retaining walls, breast walls as per drawing and HP.PWD Technical Specification. HPSR 2009 Item No. 11.14

Construction of granular sub base by providing well graded material, mixing in a meachanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 metre spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

Providing concrete for plain/reinforced concrete in open foundations mechanically mixed complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3.6

Providing weep holes in stone masonry , plain reinforced concrete abutment, wing walls, return walls , retaining walls with 100mm (Hundred millimetre) diameter, PVC pipe extending through the full width of the structures with a slope of 1 (one) vertical : 20(twenty horizontal) toward drawing face complete as per drawing and M.O.R.D technical specification clause 614,709, 1204.3.7 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.

Backfilling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and MORD technical specification clause 1204.3.8 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(ne cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 900 mm dia (Nine hundred dia) including carriage of all labour, and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-incharge.

Constructirg brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) :3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

Providing drawings and and laying Technical reinforced Specification cement concrete Clauses in 800, superstructure 1205.4 and complete 1205.5 as Reinforced Cement Concrete Grade M25 (1:1.5:3) Nominal mix

MS RIDHIMA CONSTRUCTION COMPANY

Rishab Khatana

AMAR SINGH