Construction of Shamshan Shed in Ward No- 01

BILL OF QUANTITY (BOQ) OF SHAMSHAN SHED

1 Name of Work नगर परिषद् शेरघाटी अंतर्गत वार्ड संख्या-1 कमात में श्मशान शेड का निर्माण |

2 Estimated Cost 586000

3 Cost of BOQ 1250

4 Amount of Earnest Money 11700

5 Bid Processing Fee (Through Online Payment) According to eproc-2

6 Time of Completion 2 Month

Sl. No. B C D Particuler Unit Qty. Rate Amount

S.O.R No. Lenth Width Hight Total unit

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign anddirection of E/l De tails of cost for 4 piles of 4 m= 16 mtrs depth M 24.00 178.30 4,279.20

2 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/ No. 16.00 190.20 3,043.20

3 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum 2.61 5670.00 14,794.96

4 2.8.1 Earth work in excavation in foundation in 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. cum 18.03 360.70 6,504.56

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete cum 16.86 287.30 4,845.24

6 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, Sqm 40.89 283.30 11,584.10

7 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering(1:2:4) in Fd & Plinth. cum 2.690 3998.10 10,755.30

8 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing andreinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal si ze cum 1.29 4688.30 6,066.08

9 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 3.74 4819.90 18,043.84

10 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size cum 2.19 5670.00 12,400.20

11 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand ) in supper structure cum 10.10 5662.10 57,171.10

12 6.18.4A + 6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in Cement mortar 1:4 (1 cement: 4 coarse send) Extra for half Brick masonry in superstructure above pinth level upto floor V level Sqm 4.46 689.00 3,073.61

13 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size cum 9.88 5670.00 56,042.70

14 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 1757.17 92.60 162,713.94

15 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 43.78 404.70 17,716.81

16 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and accesspla tform Sqm 40.10 437.50 17,543.02

17 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 34.56 404.70 13,985.47

18 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) in inner and outer side with all complete work Sqm 41.45 125.60 5,206.10

19 13.11.4 12 mm Cement plaster in course sand 1:6 (1 cement: 6 coarse sand) with all complete work. Sqm 114.67 141.50 16,225.74

20 13.13.4 20 mm cement plaster of mix 1:6(1 cement: 6 coarse sand) with all complete work.Neat cement punning in plinth plaster with all complete work. Sqm 92.62 192.10 17,792.82

21 11.26 Neat cement punning in plinth plaster with all complete work. Sqm 21.38 40.50 865.74

22 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2mcoarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. sqm 23.23 472.00 10,966.54

23 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete Sqm 170.05 127.90 21,749.94

24 13.77A.1 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications Sqm 170.05 56.60 9,625.07

25 13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work Sqm 170.05 86.40 14,692.69

Total-A Rs. 517,687.94

26 Carrage Cost of Materials

(ii) Local Sand m3 17.48 326.61 5,708.51

(iii) Coarse Sand m3 13.51 364.5 4,924.05

(iv) Stone Chips m3 14.73 774.05 11,401.51

(vi) Steel mt 1.76 491.71 0.00

27 Singnorage fee at the quarry site

(ii) Local Sand m3 17.48 14.185 247.93

(iii) Coarse Sand m3 13.51 17.58 237.49

(iv) Stone Chips m3 14.73 59.536 876.95

Add cost for Sign-Board and Photograph Rs. 5,000.00

Grand Total Rs. 586044.37

Say as Rs. 586000.00

UD Div.Gaya-2 UD Div.Gaya-2 UD Div.Gaya-2