Construction of CC Road GP Sahsarpur Vill Udhampur Shri Nem SIngh House to Shri Krishna Kumar House Block Saifai Distt Etawah

Cleaning of jungle i/c uprooting of rank etc. as per ch-4,si.no.7,259

E/w in filling in plinth but cartage earth distance of 4.00 k.m. as per analysis

E/w in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits not exceeding 1/2 meter(20'') in depth & earthwork in embankment to be in 20 cm (8'') layers,i/c ramming & dressing the surface to required levels and slopes and also i/c 1.5 meter lift and 30 m. lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 meter distance as direction by the Engineer-in-charge as per ch-4,si.no.3,253

Excavation in foundation in Ordinary Soil (Loam Clay or Sand) Including Lift upto 1.50mtr. And Lead upto 30 mtr and including filling watering and ramming of excavated earth in to the trench or into the space between the building and sites of foundation trunches or into the plinth and removal and disposal of surplus earht edge directed by the Engineer in Charge of 30 mtr from the foundation trunches. as per Sl.No. 251 (Ch-4)

Cement concrete with 4cm guage approved brick ballast approved fine sand, cement in the proportion of 12:6:1 I/c supply of all material T&P etc. required for proper completion of work. As per Sl.No. 273 Ch-5

First class brick work in 1:4 cement and coarse sand of 2.25 FM Mortar in foundation plinth including supply of all materials labour and T&P etc. required for proper completion of work as per Sl.No. 305 NS Ch-6)

12 mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth etc. as per Sl.No. 2 (13.4) Ch- 13

Cement concrete with 2cm guage approved stone grit approved coarse sand, cement in the proportion of 4:2:1 I/c supply of all material T&P etc. required for proper completion of work. As per Sl.No. 279 (a) Ch-5

Construction of Granular Sub-base by providing Well graded material, Spreading in uniform Layers With Motor Grader on prepared surface,Mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, compacting as per technical specification clause 401.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

P/L of 600 mm dia rcc hume pipe NP3 as per kapur sor 2023-24, ch-01,si.no.50

P/L of Local sand filling as per ch-1 si.no.11+ ch-4,si.no.6,255

S/F of informatory sign board i/c all material and labour etc.

Please Enable Macros to View BoQ information