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| 1 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. |
| 2 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any |
| 3 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 4 | 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. |
| 5 | Picking the road surface including sectioning etc. complete (WBM surface.) |
| 6 | 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) |
| 7 | 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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) |
| 8 | 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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) |
| 9 | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.(Non SCADA Item) |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete |
| 11 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete |
| 13 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. |
| 14 | Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm.dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stovingprimer and two coats each of white back ground,red border and backside gray stoveenamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol /letters / numerals / border, coated with non pealable crystal clear protective transparentcoat retaining 100% relection including one One Number of M.S. Angle iron post of size50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without jointpainted with white and black bands of 30 cm. fixing board and post with 2 Nos. highstrength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cmsize etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheetEngineering grade |
| 15 | Providing and fixing board displaying information, such as \"Name of work, Tender cost,Name of Contractor, Work completion and liability period etc\", having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete 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 |
| 16 | Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. RCC 200 Metre Stone in CC 1:4:8 |
| 17 | BASIC TEST OF AGGREGATE. 2)Sieve Analysis. |
| 18 | BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 19 | CONCRETE. 2)Concrete Mix Design (With all Tests on basic materials) |
| 20 | CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 21 | SOIL / MURUM. 2)Liquid limit & plastic Limit. |
| 22 | SOIL / MURUM. 1)Sieve Analysis |
| 23 | Royalty For Soft Murum |
| 24 | Royalty For Hard Murum |
| 25 | Royalty For Murum at Site |
