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| 1 | Cleaning Jungles including uprooting of rank veretation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 ordinary soil . SI NO-251 |
| 2 | Earth work in excavation of foundations in ordinary soil . SI NO-251 |
| 3 | 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. SI NO-253 |
| 4 | Same as above item No-1 but mechanically compacted to 95% Proctor density as per S.I. No 253(a) |
| 5 | 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 |
| 6 | Providing and laying spreeding & compacting 45-63mm 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-II |
| 7 | 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 |
| 8 | Brick edging (lining on both side of road) M-150 Class Bricks 12 cm. Deep and 3'' wide Mud mortar including supply of all materials, labour and T&P etc. As per direction of E/I. s.I. No. 765 |
| 9 | Providing and applying primer coat with bitumen emulsion (MS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.75 kg/sqm using mechenical means.Sr. No. 5.1 MORD 502 |
| 10 | Providing and applying Teck coat with bitumen on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.25 kg/sqm using mechenical means. Sr. No. 5.2 MORD 503 |
| 11 | Providing and laying Premix carpet 2cm thick over a tack coat with graded approved grit & bitumen including heating the paint to required temprature & mixing including cartage of material 7 cost of material, labour T&P etc maintinance of side patries & watering them during opration for proper completion of work. (S.I. No. 781) Sr. No. 5.9 MORD 508 |
| 12 | Providing and laying 'C' type seal coat with 2.36 mm graded approved grit & bitumen including heating the grit and bitumen to required temprature & mixing including cartage of material & cost of material, labour T&P etc maintinance of side patries & watering them during operation for proper completion of work. (S.I. No. 783) Sr. No. 5.12 B Case III MORD 510 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 |
| 16 | Providing And Laying C.C 1:2:4 in cement.C Sand 20mm stone grite All complte Si No-7 DSR NO.4.1 |
| 17 | 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 |
| 18 | Earth work in excavation of foundations in ordinary soil . |
| 19 | Providing & laying cement concret in foundation with 40mm gauge stone ballast, coarse sand & cement in ratio 8:4:1 . |
| 20 | Providing and Laying of B/B ballast around hume pipe |
| 21 | Providing and laying first class brick work in 1:3 cement & coarse sand mortar |
| 22 | Providing laying and jointing RCC NP 3 Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand) |
| 23 | Providing struck cement pointing in 1:2 cement, coarse sand mortar DSR 571A Please Enable Macros to View BoQ information |
