Construction of CC road and drain teliyarganj pitambar nagar harinath mishra and ashutosh shukla house to ram singh yadav house via shivbahadur house

Dismentling of rcc work i/c stacking dismentled material with in 60m in distance as directed by engineer incharge

Dismentling lime or cement mortar brick work i/c stacking of dismentled materials with in 60 m distance as directed by engineer incharge as per si no 692

Earthwork in cutting or in embankment in ordinary soil by carted earth from 15 kms including leveling dressing & ramming the same etc all Complete.

Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surpluse earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches. (Excluding Royality Rs. 30 ) As per S.I. No. 251 Excluding GST

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305

Provoiding concrete for plain/reienforced concrete in open foundations as per drawing and technocal specifications clauses 802,803,1202,1203 (11.4(iii) 800 and1200)

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

Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M-30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 .

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) as per D.S.R Item no. 20.3.1 1-300mm dia piles