Rural Development Department Tender

80 mm Metal Patch KM-9

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 Boulders (Hand broken). As directed by Engineer-in-charge One Cubic Metre 750/- (SSR Item no 50.57,Pge no. )40 mm Metal KM-8

40 mm Metal KM-9

Supplying soft murrum at the road side,including conveying and stacking complete 432/-(S.S.R. It.no.2.29 (a) Page No. )

Supplying hard murrum/kanker at the road side,including conveying and stacking complete. (SSR IT NO.2.29 (a) / P No 29 ) 435/-

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete SSR IT NO.2.30/ P no 29)

Spreding 80 mm 40 mm metal including sectioning complete. (SSR IT NO 50.58 ./P no 447) 85/-

Compaction the sub grade /gravel / oversize metal (200 mm loose) layer for all width with power roller including necessary, labour, material and artificial watering comp. a)By static roller having wt.8 to 10 mt. (SSR IT NO 50.59 ./P no 447) 27/-

Compaction the sub grade/gravel/size metal (100 mm loose)layer for all width with power roller including necessary, labour, material and artificial watering complete. (SSR IT NO 50.61 ./P no 447) 25/-

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with 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) IRC-SP-20, 2002 Clause No. 8.7.3 One Square Metre 210 (SSR - Item No.3.37 (a) / P - 37 ) 210/-Over WBM Surface Layer KM-8

Over WBM Surface Layer KM-9

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) IRC-SP-20, 2002 Clause No. 8.7.3 One Square Metre 223 (SSR - Item No.3.37 (a) / P - 37 ) 223/-Over BT Surface Layer Pach -15% KM-8

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)(SSR - Item No.4.12 / P - 43) 193/-On MPM Surface KM-8

On MPM Surface KM-9

9 MM SEAL COAT: Providing and laying of Type A 9 mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface 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) MORTH 511 One Square Metre 116 /- (SSR - Item No.4.13 / P -) On OGC Surface KM-8

On OGC Surface KM-9

Compaction the hard murrum side width including laying in layers on each side with power roller including artificial watering etc.complete. (SSR - Item No.2.31 ) 21/-

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. MORTH 309 One Cubic Metre 119 (SSR - Item No.2.18 )

Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / One Square Metre. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. As directed by Engineer in charge One Square Metre 3706/- (SSR - Item No.6.12 )

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). MORTH 803.4 One Square Meterr 666/- (SSR - Item No.6.12 )

Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge (S.S.R. It.no.6.47 Page No.60)