| 1 | 1 | 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\nstack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) | | 141.53 | Cum |
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| 2 | 2 | Supplying soft murum at the road site, including conveying and stacking complete. | | 47.18 | Cum |
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| 3 | 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | | 17.21 | Cum |
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| 4 | 4 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | | 141.53 | Cum |
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| 5 | 5 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT.\nincluding necessary, labour, materials and artificial watering complete | | 1415.25 | Sq. M |
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| 6 | 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | | 64.39 | Cum |
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| 7 | 7 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the\nexisting road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen 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.\ncomplete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | | 1415.25 | Sq. M |
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| 8 | 8 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 3.0 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) | | 1415.25 | Sq. M |
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| 9 | 9 | 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 BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | | 1415.25 | Sq. M |
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| 10 | 10 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade\npreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static\nroller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) | | 1415.25 | Sq. M |
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| 11 | 11 | 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 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced\nM.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long\npainted 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\ncm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | | 1 | Nos |
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| 12 | 12 | Royalty charges For material i.e.Rubble, Murum, Soil, 60mm./ 40mm. metal (Hand broken), royalty charges are not included in the rates. Prevalent Royalty charges including surcharge shall be separately considered while preparing estimate and shall be part of Schedule-B of tender. Any revision in Royalty charges and surcharge shall be included in the rate analysis of the respective item. If there is variation in these rates the difference shall be paid extra over the items to the contractor and shall be recovered, if these rates are reduced by Govt. i.e Revenue department. | | 295.08 | Cum |
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| 13 | 13 | A) Addition 10 % Royalty Charges For District welfare Fund | | 295.08 | Cum |
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| 14 | 14 | Laboratory testing charges are not considered in the Rate Abstracts. Whereever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of Schedule B of tender.\nA) Sieve Analysis. Of 40 mm Metal | | 2 | Nos |
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| 15 | 15 | BITUMEN - Penetration, Softening Point, Flash & Fire Point, Specific Gravity | | 1 | Nos |
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| 16 | 16 | ADD 12 % GST On Work Cost | | 1 | GST |
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| 17 | 17 | ADD FOR Contigency | | 1 | LM |
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| 18 | 18 | ADD 1 % INSURANCE | | 1 | INSURANCE |
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