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| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. (with prior permission of S.E.) DSR I.No. 2.10 |
| 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.DSR I.no. 2.18 |
| 3 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . DSR I.No. 2.07 |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a) 80 mm Metal, By breaking rubble obtained by blasting.(Hand broken).DSR I.No. 50.54 |
| 5 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a) 40 mm Metal, By breaking rubble obtained by blasting.(Hand broken).DSR I.No. 50.55 |
| 6 | Supplying soft murum at the road site, including conveying and stacking complete. DSR I.No. 2.29b |
| 7 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. DSR I.No. 2.29a |
| 8 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . DSR I.No. 50.58 |
| 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete DSR I.No. 2.30 |
| 10 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. DSR I.no. 50.59 |
| 11 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.DSR I.No. 50.61 |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. DSR I.no. 2.31. |
| 13 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 3.35a. |
| 14 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 3.31. |
| 15 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.No. 4.12. |
| 16 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 4.01 |
| 17 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete.a) Upto 1.50m lift Normal Rate, b) 1.50m to 3.00m lift, Add 10%, c) 3.00m to 4.50m lift, Add 20%, d) 4.50m to 6.0m lift, Add 30%. dSR I.No. 12.02 (CD WORK) |
| 18 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) DSR I.no. 11.04 (CD WORK) |
| 19 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) DSR I.No. 11.02 (CD WORK) |
| 20 | Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcementetc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. DSR I.no. 14.07 (CD WORK) |
| 21 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. DSR I>no. 26.33. (CD WORK) |
| 22 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. DSR I>No. 11.27 (CD WORK) |
| 23 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. DSR I.No. 11.12 (CD WORK) |
| 24 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of contractor, work completion and liability period etc, having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25m) thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages / symbos etc with approved colour shade paint complete, on M.S. angle of size 3 x 35 x 3 mm frame with properly cross braced M.S angle of size 35 mm x 35 mm x 3 mm duly painted including two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling transportatiion, and labour etc complete Spec. No. As directed by engineer in charge MORTH 801 S.S.R. I.No. 6.96, Page. No. 79. |
