Construction of shelter in village Srinagar of block Kabrai and village Tikri of block Charkhari in District Mahoba.

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clearing of jungle including up rooting of trunk vegetarian grass bushetc DSR 2.32

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:D.S.R Code No-2.8.1

Earth work in filling by cartage of earth from 5.00km by tractor trolly. DSR Code No 2.25(a)

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.DSR.2.27

P/L in position cement concrete of specified grade excluding the cost of Centering and shuttering all work upto plinth level 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 .D.S.R Code No-4.1.8

M-150 brick work in 1:6Cement & C. Sand Mortar in Foundation and plinth…Complete Item. D.SR-6.1.2

12 mm cement plaster thick 1:4 cement and coarse sand fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80 mm in grith and finished even and smooth. DSR No-13.4.1

Providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:3 cement mortar (1 cement :3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour T &P required for proper completion of work. DSR .11.41.2

Providing and laying in position specified grade of reinforcement cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement of R.C.C 1:1.5:3 with cement coarse sand .column T beam slab as DSR NO-5.1.2