Name of Work:- 11 Chandavali and shirvali under road tal Mulishi
Sl. No.
Item Description
1
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
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
Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land)
4
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diaMetrein proper line, level and slope etc. complete.
5
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)
6
Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00
7
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
8
Spreading hard murum/ soft murrum/ gravel or kankar for side width complet
9
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete
10
Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m.prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm includingpainting with one coat of zinc cromate stoving primer and two coats each of green/ whiteback ground and back side gray stove enamelled, bonded with red retro reflective sheetEngineering grade, border / letters / numeral / arrows, coated with non pealable crystalclear protective coat retaining 100% reflection including two angle iron post of size50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white andblack bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and20 mm long sheet and angle iron post in one piece without joints including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cmsize as directed by Engineer-in-charge etc. complete. Mild Steel Board with EngineeringGrade. Please Enable Macros to View BoQ information
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