NAGAR PANCHAYAT SUGAULI KE WARD NO 07 ME JAIRAM DAS MANDIR KE PRANGAN ME PAVOR BLOCK KA NIRMAN KARYA

BILL OF QUANTITY

NAME OF SCHEME:- uxj iapk;r lqxkSyh okMZ la0&07 esa t;jke nkl eafnj ds izkax.k esa isHkj CykWd dk fuekZ.k dk;ZA

S.NO. ITEM OF WORK UNIT WORK IN No. LENGTH (FIT) BREADTH (FIT) HEIGHT (FIT) QUANTITY (CFT) QUANTITY (CUM) RATE AMOUNT

1 Extra Labour cost for site clearance . NO.

1 BCD 2.8.1 Providing E/W excavation foundation trenches including dressing of sides and ramming of bottoms with all comp. job and direction of E/I. CUM FOUNDATION 1 700 0.83 1 581 16.45 360.7 5935.05

2 BCD 2.25A Providing E/W FILLING IN ROAD Embankment including dressing of sides and ramming of bottoms with all comp. job and direction of E/I. CUM ROAD:- 1 700 20 2 28000 912.70 411.7 375757.94

TOTAL QUANTITY 32200

3 Providing local sand filing including watering , ramming, consolidating and dressing with all comp. job and direction of E/I. CUM FOUNDATION 1 700 0.83 0.25 145.25 4.12 287.3 1182.83

1. BCD 16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 CUM ROAD:- 1 0 12 0.5 0 0 1239.40 0.00

3. BCD 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 a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. SQM ROAD:- 1 190 140 26600 2472.12 0.00 0.00

4. BCD 5.9.1 Centring and shuttering including strutting,propping etc.and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. SQM BINDER 2 700 0.33 462 42.94 211.60 9085.43

3. BCD 2.25A Providing E/W FILLING IN ROAD Embankment including dressing of sides and ramming of bottoms with all comp. job and direction of E/I. CUM ROAD:- 1 0 10 2 0 0.00 411.7 0.00

TOTAL QUANTITY 0

4. BCD 2.28 Providing local sand filing including watering , ramming, consolidating and dressing with all comp. job and direction of E/I. CUM ROAD:- 1 0 10 0.5 0 0.00 287.30 0.00

TOTAL QUANTITY 0

5. BCD 11.73 Providing designation 100-A Brick on Edge Soling filled with local sand including all comp. job as per building specification and direction of E/I. SQM ROAD:- 1 0 10 0 0.00 444.80 0.00

TOTAL QUANTITY 0

4 Providing local sand filing including watering , ramming, consolidating and dressing with all comp. job and direction of E/I. CUM S/WALL 2 0 0.83 0.25 0 0.00 287.30 0.00

BCD ROAD:- 1 0 12 0.5 0

2.28 TOTAL QUANTITY 0

5 Providing designation 100-A Brick Flat Soling filled with local sand including all comp. job as per building specification and direction of E/I. SQM FOUNDATION 1 700 0.83 581 54.00 283.30 15297.15

11.72 TOTAL QUANTITY 581

6 Providing B/W (1:4) with bricks of 100-A designation and sone sand and all comp .job as per building specification and direction of E/I. CUM FOUNDATION 1 700 0.83 2 1162 32.94 5017.90 165272.10

6.1.12A TOTAL QUANTITY 1162

6. BCD 4.1.3 Providing P.C.C.(1:2:4) With sone sand and 20 mm nominal size of Agregate with all comp. job and direction of E/I. CUM FOUNDATION 1 700 0.83 0.25 145.25 9.55 3998.10 38188.20

TOTAL QUANTITY 336.98

TOTAL RS. 2925314.24

7 EXTRA COST OF MATERIALS :-

TOTAL RS. 36520.66

8 CARRIAGE CHARGE OF MATERIALS :-

(A) Bricks for (1+7) km lead:- 1000 Nos. 97728 919.21 89832.78

(B) Local sand for lead :- CUM 4.93 310.47 1529.69

(C) Sone sand for lead :- CUM 13.04 3387.15 44183.69

(D) Stone chips for lead :- CUM 120.38 3251.29 391390.29

(E) Cement for lead :- MT 0.00 467.41 0.00

9 P/V Name Plate and photography NO. 1.00 4093.85 4093.85

TOTAL RS. 3492865.20

10 DEDUCTION FOR OLD BRICKS IN B.E.S. USED 30% NO. 0 6110.07 0.00

TOTAL 3492865.20

ADD 5.36% DIFF OF GST RS. 187217.57

TOTAL RS. 3680082.78

10 ADD SEIGNIORAGE FEE OF MATERAILS :-

(A) Bricks for (1+7) km lead:- 1000 Nos. 97728 512.8 50115.05

(B) Local sand for lead :- CUM 4.93 14.2 69.96

(C) Sone sand for lead :- CUM 13.04 17.6 229.58

(D) Stone chips for lead :- CUM 120.38 59.5 7162.61

TOTAL RS. 57577.20

ADD 18 % GST DIFF COST Rs. 10363.90

TOTAL RS. 67941.10

TOTAL RS. 3748023.88

TOTAL RS. 3748023.88

TOTAL RS. 3748023.88

MATERIAL STATEMENT

SL.NO. ITEM NO. UNIT QUANTITY GSB LOCAL SAND CEMENT (MT) SONE SAND (CUM) STONE CHIPS (CUM) BRICKS (NO.)

LOCAL SAND FILLING CUM 4.12 4.12

1 GSB ( VOLUMETRIC FACTOR 1.28) CUM 0.00 0.00 0.00 0.00

4 PAVER BLOCK CUM 2472.12 79701

5 DEDUCTION FOR OLD BRICKS IN B.E.S. (30 %) SQM 0.00 (-) 0