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| 1 | DSR No.2.6- Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over area (exceeding 30cm in depth ,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earthlead up to 50m & lift up to 1.5 m, ,disposed earth to be levelled and neatly dressed. |
| 2 | 2.6.1- All kinds of soil. |
| 3 | 1.1 Carriege of material by mechanical transport including loading, unloading and stacking. |
| 4 | 1.1.2 Earth upto 2 km. |
| 5 | DSR No.16.3- Supplying and stacking at site |
| 6 | DSR No. 16.3.1- 90mm to 45mm size stone aggregate |
| 7 | DSR No.16.3.2- 63 mm to 45 mm size stone aggregate |
| 8 | DSR No.16.3.10- Moorum |
| 9 | DSR No.16.4- Laying spreading and compaction stone aggregate of specified sizes to water bound macadam specification including in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tone in stages to proper grade and camber, applying and broomingrequisite type of stone screeningand blinding material including to fill up interstices of coarse aggregate water and compacting to the required density. |
| 10 | DSR No.16.9-Scarifying metalled (water bound) road surface including disposal of rubbish lead up to 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 11 | DSR No.16.30-Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. |
| 12 | DSR No.16.30.1-On W.B.M @ 0.75kg/sqm. |
| 13 | DSR No.16.30.2-On bituminous surface @ 0.50kg/sqm. |
| 14 | DSR No.16.36-Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self-propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor andthen spreadingkey aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. |
| 15 | DSR No.16.36.2-For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG=10 @ 68 kg/10 sqm |
| 16 | DSR no. 2018 16.332.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm sizerespectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : |
| 17 | DSR no. 2018 16.33.1With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 18 | DSR No.16.40-Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 19 | NSR - 4.0 cm premix carpet surfacing with 3.60 cum and 1.79 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne /capacity etc. complete (tack coat to be paid for separately) with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 20 | DSR 2018 2.28Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto1.5 m. |
| 21 | All kinds of soil. |
| 22 | DSR 2.31 Cleaning jungle, brushes including uprooting of rank vegetations, grass bush wood tree & sapling of gift up to 30 cm. removal or rubbish up to a distance of 50 cm. outside the periphery of areas cleared. |
| 23 | DSR 20184.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 24 | DSR 20184.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) |
| 25 | DSR 20185.1 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 26 | DSR 20185.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 27 | DSR 20185.9 Centering and shuttering including strutting, propping etc. andremoval of form for : |
| 28 | DSR 20185.9.1 Foundations , Footings, bases for columns |
| 29 | DSR 20185.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 30 | DSR 20185.22.3 Cold twisted bars |
