Construction of Boundary Wall in Ram Janki Mandir in Jonki, Basopatti,Madhubani

Construction of Boundary Wall in Ram Janki Mandir in Jonki, Basopatti,Madhubani

BILL OF QUANTITY

ifjek.k foi= dh jkf'k & RS. - 47,53,802.00 vxz/ku dh jkf'k & RS. - 96,000.00

ifjek.k foi= dk eqY; & RS. - 5,000.00 dk;Z lekfIr dh vof/k& 03 ekg

No of Item = 17

S.No SOR ITEM OF WORK QTY UNIT RATE AMOUNT

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 Details of cost for 4 piles of 4 m= 16 mtrsBoring,providing & installing bored cast-in-situ R.C.C Piles 576.22 M 187.86 108249.00

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/l) 189.00 Each 200.39 37874.00

3 2.8.1 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m. 13.94 M3 380.03 5298.00

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 6.97 M3 302.70 2110.00

5 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 but excluding carriage cost of brick & sand. 91.42 M2 298.48 27287.00

6 5.3 Providing and laying in position machine batched, machine mixed andmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grade reinforced cement concrete

I 5.33A.1 All work upto plinth level 25.07 M3 5011.87 125648.00

II 5.33A.2.1 Walls columns, pillars, posts and struts

Cross-section area of piling: 60.67 M3 5577.23 338371.00

III 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 9.97 M3 5981.50 59636.00

7 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 ) 129.44 M3 5078.25 657329.00

8 6.1.14A+6.3A Brick work with bricks of class designation 100A in Brick work in superstructure with Cement mortar 1:6 (1 cement : 6 coarse sand ) 0.00 M3 0.00 0.00

9 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete 7782.57 kg 152.25 1184896.00

10 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 743.14 M2 149.08 110787.00

11 13.12.4 15 mm cement plaster on rough side of single or half brick wallof mix.1:6 (1 cement: 6 coarse sand) 644.05 M2 171.53 110474.00

12 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coays) and of required shade on new work over and including priming coat of whiting to give an even shade. 1387.19 M2 74.28 103040.00

13 Reinforcement for RCC work:-

Quantity of steel as Reinforcement

iii 5.22.7A 6mm dia bars as stirrups 20% 1520.78 KG 99.57 151424.00

14 Centring and shuttering including strutting,propping etc. and removal of form for 0

i 5.9.5 Grade beam

at middle & top band 360.09 M2 426.39 153539.00

15 Carriage of Materials

Local sand 8.37 cum 316.34 2648.00

Coarse sand 98.54 cum 4568.27 450157.00

Stone chips 81.35 cum 3216.65 261674.00

16 Extra cost of materials

Cement 937.00 bags 5.64 5284.68

17 Stiffners over pilling

Local sand 8.37 cum 14.85 124.00

Coarse Sand 98.54 cum 17.58 1732.00

Stone chips 81.35 cum 59.36 4829.00

Total Rs. 4753801.87

Executive Engineer L.A.E.O. Works Division-1 Madhubani