CONSTRUCTION OF R.C.C DRAIN CULVERT AT DHALA NO. 50 (B ), NAGAR NIGAM CHAPRA , SARAN.

Detailed Estimate for Construction of R.C.C. Drain from Maina Chowk to Durga Mandir via Shiv Mandir in ward no.- 26 At Chapra Nagar Nigam, Chapra

Sl. No. S.O.R. Items of Work No L B D/H Qty Unit Rate Amount

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

2 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

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

4 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,

5 4.1.3 Position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level. Mix (1:2:4) including all carriage.

6 5.1.3 Providing and laying in position specified grade of R.C.C. excluding the cost of centring, shuttering finishing and reinforcement(1:1.5:3) including all carriage.

7 5.9 Centring and shuttering including strutting,propping etc. And removal of form for.

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

Slab Bottom 1 x 300.00 x - x 0.45 = 135.00 m2

8 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Total R.C.C. Qty 135.00 m3 @ wt - 100 Kg/m3 = 13500.0 Kg

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 5400 Kg 94.50 510300.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 8100 Kg 92.60 750060.00

9 L.S. Providing 4'x3' size name plate with yellow painting with two coat and writing in black colour and erecting with angle iron fixed in grand as per specification & direction of E/I 1.00 no 5000.00 5,000.00

10 Carriage of Material

Local Sand (2+1=3 Km Lead) 25.88 m3 339.08 8774.00

Coarse Sand (33+2=35 Km Lead) 64.55 m3 1156.38 74641.00

Stone Chips -335 Km Lead 129.77 m3 2178.49 282700.00

Cement & Rod - 2 Km Lead 72.90 Mt 340.26 24805.00

Add 5.36% GST Charge 146491.00

Total -A 2879530.00

11 Extra Cost of Royality Sand 64.55 m3 75.00 4841.00

12 Signorage Charge 10%

Local Sand 25.88 m3 141.85 367.00

Stone Chips 129.77 m3 570.13 7399.00

Total - 16169.00

Add 18.0% GST Charge 2910.00

Total - B 19079.00

Total - A+B 2898609.00

Add 1% Contigency Charge 28986.00

Grand Total - 2927595.00

Juniour Engineer Assistant Engineer Executive Engineer

Nagar Nigam Chapra Nagar Nigam Chapra Nagar Vikash Pramandal-1

Statement of Material

Sl.no Items of Work Qty Bricks L. Sand Sand S. Chips Cement

Name of work :CONSTRUCTION OF R.C.C DRAIN CULVERT AT DHALA NO. 50 (B ), NAGAR NIGAM CHAPRA , SARAN.

Sl. No. S.O.R. Items of Work Factor No L B D/H Qty Unit Rate Amount

15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

3 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: 0.000 m3 823.700 0.000

4 2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 0.000 KL 107.200 0.000

5 2.2 Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All Kinds of soil 0.000 m3 386.600 0.000

6 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 108.935 m3 360.700 39292.850

7 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 3.572 m3 287.300 1026.240

8 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, 35.716 m2 283.300 10118.340

9 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 0.000 m2 444.800 0.000

10 323 Separation Membrane of impermeable plastic sheeting 125 micron thick 0.000 m2 12.000 0.000

11 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 7.143 m3 4420.800 31577.770

12 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) 0.000 m3 3998.100 0.000

13 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) 51.614 m3 5961.900 307717.510

14 6.1A + 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 0.000 m3 5017.900 0.000

15 6.1C + 6.1.12C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) 0.000 m3 5116.300 0.000

16 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 0.000 m2 192.200 0.000

17 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 26.830 m2 211.600 5677.290

18 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 25.658 m2 437.500 11225.420

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

19 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 3002.843 kg 90.800 275360.732

20 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 1673.344 kg 92.600 151939.596

11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

21 11.79.2 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 0.00 1 x #REF! x 2.00 0.000 m² 906.100 0.000

22 L.S. Providing 4'x3' size name plate with yellow painting with two coat and writing in black colour and erecting with angle iron fixed in grand as per specification & direction of E/I 1.000 nos. 5000.000 5000.000

23 Carriage of Material

Local Sand (2+1=3 Km Lead) 4.108 m3 310.470 1275.330

Stone Chips -335 Km Lead 49.943 m3 2449.280 122325.490

paver block (7+0=7 Km Lead) 0.000 %0no 996.880 0.000

Cement - 2 Km Lead 23.503 Mt 0.000 0.000

24 Add 5.36% GST Charge TOTAL OF " D " = ( D ) 56976.00

25 Signorage Charge - 10%

TOTAL ( F ) 4154.61

26 Add 1% Contigency Charge 0.00

Grand Total - GRAND TOTAL = H 1124109.65

Name of work : DETAILED ESTIMATE FOR CONSTRUCTION OF R.C.C DRAIN CULVERT AT DHALA NO. 50 (B ), NAGAR NIGAM CHAPRA , SARAN.

Sl. No. S.O.R. Items of Work Factor No L B D/H Qty Unit Rate Amount

1 15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

15.2.1 1:3:6 or richer mix

15.2.2 1:4:8 or leaner mix

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

3 2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

2 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

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

4 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, 2.134146341

9 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

10 323 Separation Membrane of impermeable plastic sheeting 125 micron thick

culvert bed 0.00 1 x 150.00 x 3.00 0.000 m2

5 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

12 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)

6 5.1.1 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 1:1:2(1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size)

14 6.1A + 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand )

15 6.1C + 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand )

16 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm

culvert wall 0.00 2 x 400.00 x 0.300 0.000 m2

7 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

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

culvert Bed PCC Side 1.00 2 x 16.77 x 0.20 6.707 m2

culvert Base RCC Side 1.00 2 x 16.77 x 0.30 10.061 m2

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

8 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Total R.C.C. Qty x =

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. MAIN BAR

Outer bar for U shape wall 1 168 8.180 1371.646 m

bar for middle wall 0 2.700 0.000 m

Inner bar for U shape wall 1 168 7.280 1220.856 m

slab main bar 2 168 2.355 789.867 m

total 3382.369 m

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. distribution bar .

u shape wall outer bar 1 66 16.77 1114.09 m

u shape wall inner bar 1 59 16.77 993.35 m

middle wall bar 0 0 40.00 0.00

total 2714.16 m

11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

21 11.79.2 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 0.00 1 x 4.50 x 10.00 0.000 m² 906.10 0.00

9 L.S. Providing 4'x3' size name plate with yellow painting with two coat and writing in black colour and erecting with angle iron fixed in grand as per specification & direction of E/I 1.000 nos. 5000.00 5000.00

10 Carriage of Material

Local Sand (2+1=3 Km Lead) 4.108 m3 310.47 1275.33

Coarse Sand (33+2=35 Km Lead) 24.972 m3 776.70 19395.54

Stone Chips -335 Km Lead 49.943 m3 2449.28 122325.49

Reinforcement - 2 Km Lead 4.676 Mt 0.00 0.00

Cement - 2 Km Lead 23.503 Mt 0.00 0.00

paver block (7+0=7 Km Lead) 0.000 %0no 996.88 0.00

11 Add 5.36% GST Charge TOTAL OF " D " = ( E ) 56976.00

Extra Cost of Royality Sand 24.972 m3 75.00 0.00

12 Signorage Charge (10% of total cost of material)

Local Sand 4.108 m3 141.85 58.27

Stone Chips - 20 MM Nominal Size 29.966 m3 595.36 1784.06

Stone Chips - 10 MM Nominal Size 19.977 m3 657.91 1314.33

TOTAL ( G ) 4154.61

Add 18.0% GST Charge 0.00

13 Add 1% Contigency Charge TOTAL = ( I ) 11241.10

GRAND TOTAL = ( J ) 1135350.75

Juniour Engineer Assistant Engineer Executive Engineer

Nagar Vikas Pramandal - 01 Nagar Vikas Pramandal - 01 Nagar Vikas Pramandal - 01

Material Statement

Sl.no Items of Work Qty Unit Bricks P.Block L. Sand C. Sand S. Chips steel Cement

1 Local Sand 3.57 cum - 3.57 - - -

3 B/E/Soling 0.0 sqm 0 0.00 - - -

4 Paver block soling 0.00 sqm 0.00 0.00

11 Reinforcement 4676.19 4.68

Juniour Engineer Assistant Engineer Executive Engineer

Nagar Vikas Pramandal - 01 Nagar Vikas Pramandal - 01 Nagar Vikas Pramandal - 01

Office of the Executive Engineer Nagar Vikas Pramandal - 01 , Chhapra

GENERAL ABSTRACT OF COST

Name of work : DETAILED ESTIMATE FOR CONSTRUCTION OF R.C.C DRAIN CULVERT AT DHALA NO. 50 (B ), NAGAR NIGAM CHAPRA , SARAN.

Sl. No. Description Amount (In Rs.)

1 REPAIR WORK ( A ) 4187.49

2 NEW CIVIL WORK ( B ) 914420.87

3 Carriage of Material ( C ) 144370.68

4 Add 5.36% GST Charge ( E ) 56976.00

5 Signorage Charge (10% of total cost of material) ( G ) 4154.61

6 Add 1% Contigency Charge ( I ) 11241.10