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| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingthe excavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingas directed,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 2 | Excavationforfoundationinearth,soilsofalltypes,sand,gravelandsoftmurum,including removing the excavatedmaterial upto a distance of 50 metres beyondthe building areaandstackingand spreadingas directed,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Manual Means |
| 3 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. |
| 4 | Providing andlaying insitu/ready mixcementconcrete ofM-10proportionwithtrap/ granite/quartzite/ gneissmetalinfoundationincludingnecessaryformwork,compactingandcuringetc.complete.(with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSIsand finely washed etc ) |
| 5 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panelsonthefacestoapprovedesignwithcompactingbyvibratingandcuringcomplete,including plywood/steel form workcentering (excluding dewatering bymeansofpump)andincluding baillingout water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( 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. |
| 6 | Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishingincementplasterexcludingreinforcement etc.complete.(withfullyautomaticmicroprocessor basedPLCwithSCADAenabledconcretebatchmixplant/panmixerandfineagreegatesofrequired specifications ( 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. |
| 7 | Providing and fixing stre am lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 8 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 9 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 10 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 11 | Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specifiedthicknessasperdetaileddrawingincludingsupplyingallmaterials,handpackingofrubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 12 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 13 | 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. |
| 14 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 15 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewith vibratory roller including artificial watering etc. complete. |
| 16 | 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 /Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a) 80 mm Metal, By breaking Boulders (Hand broken). |
| 17 | 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 /Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a) 40 mm Metal, By breaking Boulders (Hand broken). |
| 18 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 19 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 20 | Compactingthesubgrade/gravel/sizemetal(200mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 21 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 22 | Providing and constructing 50 mm. thick ModifiedPenetration 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 rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 23 | Providingandconstructing75mm.thickModified PenetractionMacadam(MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtainedby blasting) , heating andspraying thebitumenof specifiedgrade @2Kilogram/ Square Metre , spreading 12mm.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 506etc.complete,including applying tackcoatof specifiedgrade ofbitumenatthe rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 24 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of13.2 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 rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.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) |
| 25 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates) |
| 26 | Providingandfixingboarddisplayinginformation,suchas\"Nameofwork,Tendercost, 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 M.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 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 x75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge |
| 27 | CementSpecific Gravity |
| 28 | Compressive strength |
| 29 | Setting Time ( Initial & Final ) |
| 30 | SandFiness Mudulus (Sieve Analysis) |
| 31 | Coarse Gradation /Sieve Analysis |
| 32 | Impact Value |
| 33 | Coarse AggregateGradation /Sieve Analysis |
| 34 | Impact Value |
| 35 | Murrum Liquid Limit Plastic Limit |
| 36 | 50mm MPM Hand Broken MetalGradation/sieve Analysis |
| 37 | Impact Value/crushing Value |
| 38 | Water Absorption |
| 39 | Flakiness & Elongation Index |
| 40 | 75mm MPM Crusher MetalWater Absorption |
| 41 | Gradation/sieve Analysis |
| 42 | Impact Value/crushing Value |
| 43 | Flakiness & Elongation Index |
| 44 | BITUMENPenetration, |
| 45 | Ducility / Elastic Recovery |
| 46 | Softening Point |
| 47 | Viscosity |
| 48 | Murrum Liquid Limit Plastic Limit |
| 49 | CC Cubes (Set of 3 Blocks) Compressive strengthCC M-10 |
| 50 | CC M-15 |
| 51 | CC M-25 |
| 52 | Royalty of materialMetal & Murrum |
| 53 | Sand |
