CONSTRUCTION OF MANHOLE OVER RAILWAY DRAIN AT SADHA DHALA BUS STAND , NAGAR NIGAM CHAPRA , SARAN.

Name of work : CONSTRUCTION OF MANHOLE OVER RAILWAY DRAIN AT SADHA DHALA BUS STAND , 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 0.000 m3 360.700 0.000

7 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.000 m3 287.300 0.000

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, 0.000 m2 283.300 0.000

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) 0.000 m3 4420.800 0.000

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

2 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) 16.200 m3 5961.900 96582.780

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

3 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 32.400 m2 211.600 6855.840

4 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. 36.000 m2 437.500 15750.000

5 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 750.007 kg 90.800 68100.672

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 550.432 kg 92.600 50969.963

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

6 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 no 5000.000 5000.000

7 Carriage of Material

Local Sand (2+1=3 Km Lead) 0.000 m3 310.470 0.000

Coarse Sand (33+2=35 Km Lead) 6.885 m3 776.700 5347.580

Stone Chips -335 Km Lead 13.770 m3 2449.280 33726.590

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

Cement - 2 Km Lead 6.480 Mt 0.000 0.000

TOTAL ( B ) 39074.17

8 Add 5.36% GST Charge TOTAL OF " D " = ( D ) 15976.00

9 Signorage Charge - 10%

Local Sand 0.000 m3 141.850 0.000

Stone Chips 8.262 m3 595.360 491.890

Stone Chips 5.508 m3 657.910 362.380

TOTAL ( F ) 975.31

26 Add 1% Contigency Charge 0.00

Grand Total - GRAND TOTAL = H 315013.31

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