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| 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 stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a) 80 mm Metal, By breaking Boulders (Hand broken)(SSR 2021-22 Item No.50.56) As directed by Engineer-in-charge |
| 2 | 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)b) 40 mm Metal, By breaking Boulders (Hand broken) (SSR 2021-22 Item No.50.57) As directed by Engineer-in-charge |
| 3 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .(SSR 2021-22 Item No.50.58) As directed by Engineer-in-charge |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.(SSR 2021-22 Item No.2.29a) |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.(SSR 2021-22 Item No.2.29a) |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete(SSR 2021-22 Item No.2.30) |
| 7 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.Sr.No.12 Corrigendum Date 06/10/2020 |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (SSR 2021-22 Item No.24.01) Bd. E. 1 Page No. 287 |
| 9 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete..(SSR 2021-22 Item No.5.19) RD |
| 10 | Providing and fixing in position TMT FE 500,32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.(SSR 2021-22 Item No.5.14) RD |
| 11 | Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge ( initial lead of 5.00 Km for raw materials up to plant site)Spec. No.M.O.R.T.and H 2013.Cl-602P.N.263 |
| 12 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (SSR 2021-22 Item No.5.17) Rd |
| 13 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)(SSR 2021-22 Item No.5.18)RD |
| 14 | Providing and laying for 150 mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. |
| 15 | Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 16 | 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 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 x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (SSR 2021-22 Item No.6.36) MORTH 801 |
| 17 | Hard MurumLiquid limit & plastic limit |
| 18 | Soft MurumLiquid limit & plastic limit |
| 19 | CEMENTStandard Consistancy |
| 20 | Specific Gravity |
| 21 | Soundness by Lechatelier Apparatus |
| 22 | Initial Setting Time, Final Setting Time |
| 23 | Fineness |
| 24 | Compressive Strength |
| 25 | ConcreteCompressive Strength C.C. Cube M-10 |
| 26 | Compressive Strength C.C. Cube M-30 |
| 27 | SteelTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress |
| 28 | SandFineness Modulus (Sieve Analysis) |
| 29 | Silt and Clay Content |
| 30 | Mix DesignM-25 Mix Design |
| 31 | Royalty Charges Sand |
| 32 | Royalty Charges Metal |
