Ward No. 03 me Mohammad Saifi ke Makan ke Samne se Bahav Nala Tak CC Sadak tatha Nali va Kavard ka Nirman Karya.

Earth work in excavation by mechanical means (Hydraulic excavatory manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavated earth lead u to 50 mand for all lift, as directed b En •neer-in-char e. 2.61 All D.S.R 2.6.1

P.C.C.1:4:8 in Foundation (l Cement: 4 coarse sand (zone-111) derived from natural sources:8 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1,8 DS.R 4.1.8

Brick work with common bunlt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth level in Cement mortar 1:6 (l cement :6 coarse) for foundation D.S.R.6.1.2

P/L Position cement concrete. I :2:4 cement ,c.sand & stone aggreate 20mm nominal Including supply ofmaterials Labour and etc requried for proper completeion ofthe work and curing complete also including cost of formwork in foundation and floor all complete. D.S.R 4.1.3

12mm thick plaster cement & c,sand labour materials T&P etc all complete D.S.R 13.4.1

Earth work cutting & filling including 3.00km cartage all complete

Providing, laying, spreading and compacting stone aggregates of22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, roiling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone dust go fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Construction of granular sub-base by providing Well graded material Grading1 , 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, complete as per technical clause 40

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as perGause 1501.22 M3() (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed ina 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 using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consuuctionjoints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing ofeoncrete slabs for 14days,

Additional for Non Mettalic C.C Surface Hidner I/C all complete

Providing & Laying of R. C.C. work in I cement c.sand & nominal size graded stone aggregatewith including centering & shuttering in form work etc ail complete etc all complete for slab D. S.R 5.2.2 +D.S.R 5.9.3

Steel reinforcement for R.C.C. work ineluding straightening. cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. D. S.R 5.22.6

S/F Sign board at site all comp