Detail Estimate Of Construction Of mastic asphalt Road and R.C.C Drain From GT Road Krishna Sweet shop via Durga mandir via Fish Market, Old Hospital Gate to Postoffice Under Ward No.23 at Nagar Nigam Sasaram, Rohtas

योजना का नाम :- नगर निगम सासाराम अंतर्गत वार्ड सं0 -23 G.T. रोड कृष्णा मिठाई दुकान से दुर्गा मंदिर होते हुए मछली मंडी एवं पुराना हॉस्पीटल गेट से पोस्ट ऑफिस तक मैस्टिक अस्फाल्ट (बिटुमिन) सड़क के साथ RCC नाला का निर्माण कार्य I

DETAILS ESTIMATE BITUMEN ROAD

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

1 RCD 3.06 Excavation for road work in soil Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

Road flank side 1 90.00 2.00 0.30 54.00

2 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.

Road flank side 1 90.00 2.00 0.15 27.00

3 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.

Road flank side 1 90.00 2.00 0.15 27.00

4 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.

5 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.

6 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.

7 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.

8 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.

9 Carriage cost of materials

(b) Stone aggregate avg lead Times qnty

Granular sub-base Quantity as per item no.2 1.346 46.13 = 62.08 cum

water bound macadam Grading-1 Quantity as per item no. 3 1.410 46.13 = 65.04 cum

Dense graded bituminous macadam Grading l quantity as per item no. 5 1.448 243.95 = 353.24 cum

mastic Asphalt Quantity as per item no. 7 0.030 2439.50 = 73.19 cum

(b) Emulsion avg lead …km from

prime coat quantity as per item no.4 0.70 2439.50 = 1707.65 kg

Tack coat Quantity as per item no. 6 0.20 2439.50 = 487.90 kg

total 2195.55 kg

( C) Bitumen avg lead…km from

Dense Graded Bituminous macadam Grading -l quantity as per item no 5 0.0924 243.95 = 22.54 MT

Mastic Asphalt Quantity as per item no. 7 0.0059 2439.50 = 14.39 MT

Total (A) Rs. 6016321.87

10 Add Labour Cess @ 1% 60163.22

11 Add seigniorage Fee

Stone Aggregate 553.55 cum 59.54 32958.08

Total (B) Rs. 93121.29

Total (A+B) Rs. 6109443.17

Grand Total Rs. 7,209,142.94

योजना का नाम :- नगर निगम सासाराम अंतर्गत वार्ड सं0 -23 G.T. रोड कृष्णा मिठाई दुकान से दुर्गा मंदिर होते हुए मछली मंडी एवं पुराना हॉस्पीटल गेट से पोस्ट ऑफिस तक मैस्टिक अस्फाल्ट (बिटुमिन) सड़क के साथ RCC नाला का निर्माण कार्य I

DETAILS ESTIMATE

S.No. BCD 2022 Items of Work Nos. L B D Quantity Unit Rate Amount Rs.

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

2 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar

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.

total 5460.00 cft

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

crossing 1 55.00 5.50 0.25 75.63 cft

total 1198.13 cft

5 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt

1115.00 total 4792.50 sft

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)

crossing 1 55.00 5.50 0.25 75.63 cft

7 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishingand camber in panels as required including consolidation finishing and tamping complete.

Road flank side 1 70.00 20.00 0.42 588.00 cft

total 2311.20 cft

8 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)

total 9113.15 cft

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 16 -14

5.22.7C 12mm dia

(U-shaped)- 150mm c/c 640 17.00 10880.00 Ft

L- shaped 150mm c/c (both side) 1280 7.00 8960.00 Ft

main bar in slab 125mm c/c 671 4.83 3240.93 Ft

(U-shaped)- 150mm c/c 110 15.00 1650.00 Ft

L- shaped 150mm c/c (both side) 220 6.00 1320.00 Ft

main bar in crossing double layer 130 10.42 1354.60

total 27405.53 Ft

5.22.7b 10mm dia T.M.T Bar -125mm c/c 5120

U-shaped 714 6.00 4284.00 ft

distribution bar, 320 ft drain 150mm c/c

wall double layer 48 320.00 15360.00 ft

distribution bar 150mm c/c in crossing 0.00 ft

wall double layer 40 55.00 2200.00 ft

total 65150.63 ft

10 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.

11 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.

Drain Base 2 1115.00 0.50 1115.00 sft

Slab side 2 1060.00 0.50 1060.00 sft

toal 2220.65 sft

Total (A) Rs. 4533159.93

12 Carriage 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

13 Difference cost of materials

Total (B) Rs. 535854.16

Total (A+B) Rs. 5069014.09

Add GST ( increase 12% to 18% ) as Factor 5.36% . 271699.16

Total (C) Rs. 5340713.24

14 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 (D) Rs. 16102.43

SubTotal (C+D) Rs. 5,356,815.67

Nagar Nigam Sasaram Nagar Nigam Sasaram

MATERIALS STATEMENT

S.NO Items Of Work Quantity Unit Brick (Nos.) Local Sand (m3) Coarse Sand (m3) Stone chips (m3) Cement (MT) Rod (MT) Earth (m3)

NAGAR NIGAM SASARAM, ROHTAS

General Abstract of Cost

योजना का नाम :- नगर निगम सासाराम अंतर्गत वार्ड सं0 -23 G.T. रोड कृष्णा मिठाई दुकान से दुर्गा मंदिर होते हुए मछली मंडी एवं पुराना हॉस्पीटल गेट से पोस्ट ऑफिस तक मैस्टिक अस्फाल्ट (बिटुमिन) सड़क के साथ RCC नाला का निर्माण कार्य I

S.NO. NAME OF WORK AMOUNT Rs. REMARKS

1 Construction of Mastic Asphalt (Bitumen) Road 7,209,142.94

2 Construction of RCC Drain 5,356,815.67

3 Add scheme Board 2,136.00

Total Rs. 12,568,094.61

Detail Estimate Of Construction Of mastic asphalt Road and R.C.C Drain From GT Road Krishna Sweet shop via Durga mandir via Fish Market, Old Hospital Gate to Postoffice Under Ward No.23 at Nagar Nigam Sasaram, Rohtas

BILL OF QUANTITY

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

1 RCD 3.06 Excavation for road work in soil Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. all complete as per approved disign design / drawings, technical specifications and relevant clauses of MORTH specification and direction of Engineer-in-charge.

2 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.

3 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.

4 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.

5 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.

6 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.

7 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.

8 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.

9 Carriage cost of materials

(a) Stone aggregate avg lead

(b) Emulsion avg lead …km from

( C) Bitumen avg lead…km from

sub total 6016321.87

Add Labour Cess @ 1% 60163.22

10 Add seigniorage Fee

Stone Aggregate 553.55 cum 59.54 32958.08

sub total 6109443.17

Total (A) Rs. 7,209,142.94

11 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix

12 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar

13 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.

14 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

15 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

16 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)

17 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishingand camber in panels as required including consolidation finishing and tamping complete.

18 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)

19 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7C 12mm dia

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

20 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.

21 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.

22 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.

23 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

24 Carriage 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

25 Difference cost of materials

sub total 5071041.43

Add GST ( increase 12% to 18% ) as Factor 5.36% . 271807.82

26 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. 5358951.68

Total (A+B) Rs. 12,568,094.61