Estimate for Mastic Asphalt Road( Bitumen) and Both side RCC Drain from Sarai More To Sanjay Saree Centre , in ward no-26 , under Nagar Nigam Sasaram Rohtas District

BILL OF QUANTITY

Name of Work- Estimate for Mastic Asphalt Road( Bitumen) and Both side RCC Drain from Sarai More To Sanjay Saree Centre , in ward no-26 , under Nagar Nigam Sasaram Rohtas District

Item No. SOR Item of Work Quantity Unit 4.26 Amount

1 RCD 5.01(A) Providing and applying primer coat with SS1 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 529.250 sqm 46.90 24821.83

2 RCD 5.04A Dense graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. 44.362 CUM 10242.80 454388.38

3 RCD 5.02 Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. . 529.250 sqm 14.10 7462.43

4 RCD 5.11 Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. 529.250 sqm 803.10 425040.68

5 RCD 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. 29.000 sqm 684.70 19856.30

6 Carriage cost of materials:

(a) Coarse Aggregate 80.113 CUM 2043.39 163702.70

(b) Emulsion avg 0.48 MT 2228.46 1061.47

(c) Bitumen avg 7.22 MT 2228.46 16093.05

sub Total Rs. 1112426.84

7 Add Labour Cess @ 1% 11124.27

8 Add seigniorage Fee 80.113 CUM 59.540 4769.95

TOTAL Rs. 1128321.06

TOTAL (A) Rs. 1331418.85

9 Add cost of Information Board

bcd/8.13.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 0.450 sqm 3605.200 1622.34

bcd/13.106 Lettering with black Japan paint of approved brand and manufacture 150.000 1 letter of 1cm hight 2.700 405.00

Add gst multiply factor 5.36% 108.67

Total(B) Rs. 2136.01

TOTAL(A+B) 1333554.86

BCD/2022 (C)Construction of Drain

1 15.7.4 Demolishing brick work including serviceable material and disposal of unserviceable materail with in 50 m lead;eable material is cement mortar. 26.42 m3 823.7 21762.15

3 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil 56.64 m3 360.7 20430.05

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 11.33 m3 287.3 3255.11

5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l 148.7 m2 283.3 42126.71

6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 11.33 m3 3998.10 45298.47

7 5.2.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 79.3 m3 5670 449631.00

8 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

10 Centring and shuttering including strutting,propping etc. and removal of form for.

11 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 18.69 m3 123.9 2315.69

12 Carriage of Materials

i Bricks Lead (7p +1k) 5625.00 Nos 919.21 5170.56

ii Local sand 15.93 m3 310.50 4946.56

iii Course sand 40.89 m3 1020.00 41705.61

iv Stone chips 81.78 m3 2043.39 167099.65

13 Difference cost of material

i Bricks 5625 Nos 278.29 1565.38

14 2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 150 kl 107.2 16080.00

SUB Total Rs. 1495157.66

15 Add GST18 % multiply factor 5.36% 80140.45

I Bricks 5625.00 Nos 506 2846.25

II Local sand 15.93 m3 14.19 226.06

III Course sand 40.89 m3 25.08 1025.47

IV stone chips 81.78 m3 65.79 5380.02

Grand Total(C) Rs. 1584775.91

Grand Total(A+B+C) Rs. 2918330.77