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| 1 | Item No.:-1) Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. |
| 2 | Item No.:-2) Excavation for foundation in earth, soil of all types, sand, graval andsoft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreding as directed, dewatering, preparing the bed for the foundation and necessary back filling, remming, watering including shoring and strutting etc. complete.( Lift up to1.5 M.) DSR P NO 148 / 21.02 |
| 3 | Item No.:-3) Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. |
| 4 | Item No.:-4)Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)DSR P. NO 81 / 11.02 |
| 5 | Item No.:-5) Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) DSR P. NO 83/11.28 |
| 6 | Item No.:-6) Providing and laying cement concrete pipe of I.S. NP-2 class of required diameter in proper line ,level& slope including providing fixing collers in cement mortar 1:2 complete.for 800 mm Dia.DSR P.NO 81 /11.10 |
| 7 | Item No.:-7) Providing selected hard murum filling including laying in layers of 15 cm to 20 cm watering and compacting etc. completeDSR P. N 82 /11.24 |
| 8 | Item No.:-8) Providingearthworkinembankmentwithapprovedmaterialsobtainedfromother sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources) |
| 9 | Item No.:-9) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate)DSR P. NO36/3.17 MORTH 404 |
| 10 | Item No.:-10) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)DSR P. NO36/3.18 MORTH 404 |
| 11 | Item No.:-11) 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 |
| 12 | Item No.:-12) Open Graded Premix Surfacing- Providing and Laying OGC 20 mmthickness composed of 13.2 mm to 5.6 mm aggregates premixed withbituminous binder transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tackand Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant with SCADA, Paver and Vibratory roller ( Over MPMSurface) (VG-30 bulk bitumen rates are considered to arrive at rates MORTH 510 |
| 13 | Item No.:-13) Providing bituminous Type A liquid seal coat on bituminous surfaceincluding supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98KgSqm. by mechanical means, spreading chips and rolling, by staticroller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumenrates are considered to arrive at rates) |
| 14 | Item No.:-14) Supplying hard murum/ kankar at the road site, including conveying and stacking complete.DSR P. NO29/2.29 |
| 15 | Item No.:-15) Spreading hard murum/ soft murrum/ gravel or kankar for side width completeDSR P. NO29/2.30 |
| 16 | Item No.:-16) Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryroller including artificial watering etc. complete. DSR P. NO29/2.31 |
| 17 | Item No.:-17) 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 .9m x 0..60m 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. withaproved colour shade paint complete, on M.S.angle\of size 20 x 20 x 3 mm frame with properly cross braced M.S.\angles of size 20mmx20mmx3mm duly painted including Two M.S. angle iron posts of size 35 mm x 35 mm x 5 mm, 2.5.00 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 45 cm x 45 cm x 45 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 18 | Item No.:-18)Test ofMetal - Water Absorption |
| 19 | Item No.:-19)Test ofMetal -Sieve Analysis |
| 20 | Item No.:-20) Test of Hard Murum -Sieve Analysis ( One Test for 200 Cum ) |
| 21 | Item No.:-21)Test of Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 22 | Item No.:-22) Test of carpet mix Extraction Test |
| 23 | Item No.:-23) Royalty Charges for sand |
| 24 | Item No.:-24) Royalty Charges |
| 25 | Item No.:-25)GSTCharges |
