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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 2 | 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. |
| 3 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. |
| 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and 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) |
| 5 | 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 rubble obtained by blasting. (Hand broken) with prior approval of concerned Superitending Engineer. |
| 6 | 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 . (Priorapproval 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 rubble obtained by blasting.( Hand broken). |
| 7 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 8 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 9 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 11 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 12 | Compacting 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. |
| 13 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 14 | Providing and fixing Ordinary Km. stones as per I.R.C. standard including fixing in standard size 1:4:8 block including curing, painting lettering etc. complete.Fixing 1:2:4 ordinary km. stones |
| 15 | Providing and fixing Ordinary Km. stones as per I.R.C. standard including fixing in standard size 1:4:8 block including curing, painting lettering etc. complete.RCC 200 meter Stone |
| 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. |
| 17 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. ( By Mechanical Means )a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 18 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. |
| 19 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 20 | Providing cast in situ / ready mix 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)with SCADA |
| 21 | 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. |
| 22 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 23 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 24 | Royalty of sand |
| 25 | Royalty of other material ( HB Metal & Hard Murum) |
| 26 | T-01:- Standard Consistancy, Fineness, Specific Gravity, Setting time (Initial & Final) |
| 27 | T-02:- Coarse Aggragate: Water Absorption, Specific Gravity,Impact Value/ Crushing Value |
| 28 | T-03:- Sieve Analysis |
| 29 | T-05:- Flakiness Index |
| 30 | T-10:- Fineness modulus(Sieve Analysis), Silt content (At beginning & if there is change in source.) |
| 31 | T-19:- Compressive Strength of C.C. Cube (Set of 3 cubes). (upto 5cum - 1 set, 6 to 15-2 sets, 16 to 30 - 3 sets, 31 to 50 - 4 sets, 51 & Above - 4 sets + 1 additional 50 cum.) |
| 32 | T-30:- Murum Seive Ananlysis |
| 33 | T-31:- Liquid Limit & Plastic Limit |
