Construction of an RCC drain and a mastic asphalt (bitumen) road from Durga Mandir Adda Road to Gyanchand Sah's house on the Kothishahid road at Ward No. 23, 24 and 25 Under Nagar Nigam Sasaram

Construction of an RCC drain and a mastic asphalt (bitumen) road from Durga Mandir Adda Road to Gyanchand Sah's house on the Kothishahid road at Ward No. 23, 24 and 25 Under Nagar Nigam Sasaram

BILL OF QUANTITY

S. NO. SOR item of work Nos. L B H Qnty Unit Rate Amount Rs.

1 4.01B. Construction of granular sub-base By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

Drain side 14.40 cum 1360.50 19591.20

2 4.14B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

Drain side 14.40 cum 1525.40 21965.76

3 RCD 5.01A (i) 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. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

4 RCD 5.04 (A) Dense graded Bituminous Macadam Grading-I Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.0 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.

5 RCD 5.02 (i) Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

6 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. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

7 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. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

8 Carriage cost of materials

(a) Stone aggregate

(b) Emulsion avg lead …km from

(C) Bitumen avg lead…km from

sub total 2086234.35

Add Labour Cess @ 1% 20862.34

9 Add seigniorage Fee

Stone Aggregate 187.71 cum 59.54 11176.08

sub total 2118272.77

Total (A) Rs. 2499561.87

10 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix

11 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.

12 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

13 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/I

14 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)

15 5.1.2 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)

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7b 10mm dia T.M.T Bar -125mm c/c

17 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.

18 5.9 Providing Centring and shuttering including strutting,propping etc. and removal of form

A 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

B 5.9.3 Suspended floors, roots, landings, balcnies and access platform.

C 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

19 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

20 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.

Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

21 13.106 Lettering with black Japan paint of approved brand and manufacture

information board 150 150 1 letter of 1cm hight 2.70 405.00

22 Cariage cost of materials

Brick (7p+1k) 5275 thous. 919.21 4848.92

Local sand (2p+1k) 14.91 cum 310.50 4630.98

Coarse sand (37p+1k) 96.75 cum 1020.00 98683.05

Stone chips (124p+1k) 193.50 cum 2043.39 395388.15

23 Difference cost of materials

sub total 3106998.50

Add GST ( increase 12% to 18% ) as Factor 5.36% . 166535.12

24 Add Seigniorage Fee

Local sand 14.91 cum 14.19 211.64

Coarse sand 96.75 cum 17.58 1700.83

Stone Chips -20mm 193.50 cum 59.54 11520.76

Total (B) Rs. 3289636.05

SubTotal (A+B) Rs. 5,789,197.92