Construction work on the road from the Narkhi-Okhra route (Narkhi Gram Panchayat) to the bypass at Lokigarhi village, Narkhi Development Block.

Earth work in excavation of foundations in ordinary soil . SI NO-251

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead. The earth in from of cutting to be used as spoil banks with in 50 M destance as directed by E/I etc. completion. Earth cartage 5km SI NO-253(E)

Same as above item No-1 but mechanically compacted to 95% Proctor density as per S.I. No 253(a)

Construction of granular sub-base by providing well graded material in uniform layers with grader on prepared surface, mixing by mix in place method with rotavater at OMC,and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade 1) Sr. No. 4.1 MORD 401

Providing and laying spreeding & compacting 22.4-53mm stone aggregates of specific sizes W.B.M. sepecification including Spreeding in uniform thikness, Hend packing, Rolling with three wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade & camber applying and brooming requisite type of screening/ binding materials to fillup the interstices of course aggregate, watering and compecting to the required density. Sr. No. 4.7 (2) (A) MORD 405 WBM-III

12mm Cement plaster with Cement mortar in proportion of 1:4 Cement and Coarse sand of single coat of interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. as per si no. 13.4.1

Providing and laying cement concrete in 1:4:8 in cement coarse sand and 40mm stone ballast including all as per S.I. No 4.1

Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. as per S I No.6.1.1

Providing And Laying C.C 1:2:4 in cement.C Sand 20mm stone grite All complte Si No-7 DSR NO.4.1

Cement Concrete Pavement (C.C. Road) 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 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and approprite weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick polythene film, wedgesd steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabe for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit).SI No.35 New Item