Construction of the Boundary Wall for the Shri Ram Janaki Thakurwari Temple in Bishnupur Village, Madhwapur Block

BILL OF QUANTITY

मधवापुर प्रखंड के विशनुपर गॉव में श्री राम जानकी ठाकुरवारी मंदिर का चाहरदीवारी निर्माण कार्य

ifjek.k foi= dh jkf'k & RS. - 30,37,210.00 vxz/ku dh jkf'k & RS. - 61,000.00

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

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

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)

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. 0

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.00

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. 0.00

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 0.00

I 5.33A.1 All work upto plinth level 0.00

II 5.33A.2.1 Walls columns, pillars, posts and struts 0.00

III 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 0.00

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 ) 0.00

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

10 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 0

11 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 0.00

12 13.12.4 15 mm cement plaster on rough side of single or half brick wallof mix.1:6 (1 cement: 6 coarse sand) 0.00

wall (rough side) 463.44 M2 0.00

13 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. 0.00

Area vide item no.(11+12) 982.52 M2 74.28 72982.00

13 Reinforcement for RCC work:- 0.00

Quantity of steel as Reinforcement 4754.14

i 5.22.7C 12mm dia bars 0.00

ii 5.22.7B 10mm dia bars 0.00

iii 5.22.7A 6mm dia bars as stirrups 0.00

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

i 5.9.5 Grade beam 0

ii 5.9.6 for stiffeners ……….. 0.00

Stiffners over pilling 0.00

Calculation for material consumption:

Item of work Qty Unit Cement S.Chips C.Sand Brick L.sand

bags cum cum nos cum

L/S/Filling 3.92 cum - - - - 3.92

B/F/Soling 51.39 sqm - - - 1644 0.78

Total Quantity 612 50.86 67.23 48406 4.70

15 Carriage of Materials

Local sand (1+2) KM 4.70 cum 316.34 1487.00

Coarse Sand 67.23 cum 4285.63 288123.00

Stone chips 50.86 cum 3658.36 186064.00

16 Extra cost of materials

Cement 612 bags 6.00 3670.00

17 Seigniroage Fee

Local sand (1+2) KM 4.70 cum 14.85 70.00

Coarse Sand 67.23 cum 17.58 1182.00

Stone chips 50.86 cum 59.36 3019.00

Total Rs.= 3037210.00

S.O.R w.e.f 1.1.2022

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P CARRIAGE COST

Ls Lu Lk Hs Hu Hk with O.H,C.P& CESS

Ls= Lead on surface road Hs = Houlage on surface road

Lu= Lead on unsurface road Hu= Houlage on unsurface road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

STONE CHIPS BY RLY KHAJAOLI 2518.10 CUM

Darbhanga Gaya 4.2 BAGS

PER THOUSAND BRICKS 5.64

Darbhanga Gaya BRICKS 276.00 0.0%

PER THOUSAND BRICKS 370.70

1 Loading unloading charge of Bricks Taking output =2000 nos

mate day rate tatal

Mazdoor unskilled day

Machinery Truck hour

L.Cess 6.2052188

Taking 2000 nos 626.7270988

Taking 1000 nos 313.3635494

Carriage from quarry site to Railway yard-5km (1k+4p)

Laoding & unloading charge to Rly wagon 164.22

Railway freight from pakur to khajauli rail head.-436 km

Busy season charge@10% of rly freight 71.64

Rly development charge @5% of rly freight 35.82

Rly Terminial charge 2*40 80

Railway freight of 1.00 MT 903.86

Railway freight for per cum 8/4.99

Gross cost for Railway Freight A+B

TOTAL RS 2518.100801