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| 1 | MORTH 202Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges(SSR I.No.3.28) |
| 2 | Rd.19,20,21,22/P-197 to 201.Supplying trap/granite/ quartzite/ gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders 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] By breaking boulders (hand broken).40 mm. Metal –[SSR.I.No.50.57] |
| 3 | Rd.24/Page No.203 Supplying soft murum at the road side, including conveying and stacking complete. [SSR.I.No.2.29b] |
| 4 | MORTH 408 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.[SSR.I.No.2.29a]. |
| 5 | As directed by Engineer-in-chargeSpreading 40 mm. metal including sectioning complete.[SSR.I.No.50.58]. |
| 6 | Rd.28/Page No.205Spreading hard murum/ soft murrum/ gravel or kankar for side width complete[SSR.I.No.2.30]. |
| 7 | As directed by Engineer-in-chargeCompacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. [SSR.I.No.50.61]. |
| 8 | As directed by Engineer-in-chargeCompacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.(SSR.I.No.2.31). |
| 9 | IRC-SP-20, 2002 Clause No. 8.7.3Providingandconstructing50mm.thickModified PenetrationMacadam(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)heatingandsprayingthe [email protected]/Square Metre, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achivethedesireddegreeofcompactionasperTechnicalSpecificationClause506 etc. complete. IncludingpickingofexistingWBMsurface.(VG-30bulkbitumenratesare considered to arrive at rates)(SSR.I.No.3.37a) |
| 10 | MORTH 511Open 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 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)(SSR.I.No.4.12) |
| 11 | MORTH 513Providing and laying of Type - B premix seal coat withHMP of appropratecrushedstone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68Kilogram/ Square Metre.,preparing existing roadsurface including mixing insuitable BatchMix plantand rolling bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) [SSR.I.No.4.03] |
| 12 | MORTH 309Excavation 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. By Mechanical Means(SSR.I.No.2.18). |
| 13 | MORTH 801Providingandfixingboarddisplayinginformation,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(SSR.I.No.6.36). |
| 14 | Royalti Charges - Metal / Murum |
| 15 | Quality Control Tests (Rate as per PMGSY Lab) |
| 16 | 40 mm metal -Crushing value |
| 17 | 40 mm Metal - Sieve Analysis |
| 18 | Hard Murum (Liquid Limit & Plastic Limit) |
| 19 | For 50 mm M.P.M. (WBM) |
| 20 | Sieve Analysis |
| 21 | Penetration |
| 22 | 20 mm thick Premix Carpet |
| 23 | Sieve Analysis |
| 24 | Penetration |
| 25 | Extraction Test (Bituminous mix) |
| 26 | Premix Seal Coat |
| 27 | Penetration |
| 28 | CD WORK |
| 29 | BR.3 Page No. 102Excavation for foundation by manual means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directedetc. complete.[CSR.I.No.12.02]. |
| 30 | CD.1 Page.No. 159Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete. [CSR.I.No.11.01]. |
| 31 | CD.-3 Page.No. 160Providing and laying in situ 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 rtype mixer with SCADA with natural sand)[CSR.I.No.11.02] |
| 32 | CD-8 Page 163Providing cast in situ M20 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) without SCADA with natural/VSI standard artificial sand, cement 4.05 bags/cumt)[SSR.I.No.11.29] |
| 33 | CD.7/Page No.162 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.[CSR.I.No.11.12] |
| 34 | CD-14/P-167.Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.[CSR.I.No.11.24] |
| 35 | MORT&H (5th Rev.) 1700Providing and laying plainin situ / ready mixM-20 cement concrete of trap/ granite/ quartzite/ gneiss/ crushedstone metalmechanicallymixed,placedinfoundationand compacted by vibrationincluding necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer[SSR.I.No.17.28] |
| 36 | Royalti Charges - Metal / Murum |
| 37 | Royalti Charges - Sand |
| 38 | Quality Control Test |
| 39 | C.C.M-20 - Face wall - Compressive Strength of C.C.Cube(Set of 3 cubes) |
| 40 | C.C.M-20 - Road work - Compressive Strength of C.C.Cube(Set of 3 cubes) |
| 41 | Hard Murum (Liquid limit & Plastic limit ) |
