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| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. excluding Royality |
| 2 | Construction of granular sub-base by providing Shankargarhmaterial, spreading in uniform layers with motor grader on prepared surfaceand compacting in two layers at OMC with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 3 | Providing & Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-2 as per Technical Specification Clause 405 |
| 4 | Providing & Laying ,spreading and compacting stone aggregates of 53-22.40 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-3 as per Technical Specification Clause 405 |
| 5 | Construction ofun-reinforced 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 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 using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per S.I. No. 1500 (6.4) |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 7 | Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-grade premix carpet of 20mm thickness composed of (Aggregate (a) Nominal stone size 13.2 mm (passing 22.4 mm sieve and retained on 11.2 mm sieve 0.18 cum. (b) Nominal stone size 11.2 mm (passing 13.2 mm sieve and retained on 5.6 mm sieve-0.09 cum) using VG-10 bituminious binder @ 1.46 kg / sqm H.P.C./I.O.C. make complying with IRC:Sp 53 to reqired line, grade and level to serve as waearing course on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat of Type C including cost of all materials., labour, T&P etc required for proper completion as per Technical Specification Clause 508 of MORD specification.(including Cost of Maxphalt) |
| 9 | Providing and applying seal coat type \"C\" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 |
| 10 | Brick edging on both side of road with first class brick 8 cm (3\"\") wide 12cm (4, 1/2\"\") eep laid with mud mortar including all materials, labour, T & P etc complete.pe |
| 11 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. forMaking Shoulders. |
| 12 | GST Will paid as per Govt. Rule |
