CONSTRUCTION OF HIGH YIELDING TUBE WELL 450MM x 300 MM x 168 M DEEP & INSTALLATION OF 30 HP ELECTRICALLY DRIVEN SUB PUMP SET WITH ALL ACCESSORIES WITH PUMP HOUSE, RISING MAIN, AND SUPPLY ERRECTION & COMMISSIONING OF 63 KVA DISTRIBUTION TRANSF0RMER & EXTENSION OF 11 KV HT LINE WITH ALL ACCESSORIES , AT BRAHAMPURA SANICHARA ASTHAN (MAI STHAN) UNDER M.M.C. MUZAFFARPUR. GROUP-01

NAME NO. OF COLUMN COLUMN LENGTH 16 mm 12 mm Total length 16 mm Total Length 12mm 8 mm dia ring length each no. of ring of 100mm C/C no. of ring of 200mm C/C Total length of 8 mm

Guard Room 4 4.625 6 0.53

Genrator Room 4 4.825 8 1.176

16 mm 12 mm 8 mm

Name No. Length Dimension 10 mm 12 mm 16 mm 20 mm 25 mm 10 mm 12 mm 16 mm 20 mm

intermidiate beam 18 0.25 0.25 0.3 6

Lintel for Door & Window

GRENERATOR ROOM

10 mm 12 mm 16 mm 20 mm

EXTERA BAR IN BEAM

Name No. Length Dimension Extera Length 12 mm dia 16 mm dia 20mm dia TOTAL LENGTH

Corner Bottom Top Corner Bottom Top Corner Bottom Top Corner Bottom Top 12 MM 16 MM 20 MM

12 mm 16 mm 20 mm

Name No. Length Dimension A B C D No. of ring 8mm No. of ring 10mm Total length 8 mm Total length 10 mm

Ring Length 2L 8mm @125 2L 8mm @200 2L 10mm @125 2L 10mm @200

intermidiate beam 18 4.5 0.25 0.3

Lintel for Door & Window

GRENERATOR ROOM

NAME No. X-Direction Y-Direction Bottom Top Total Length 8mm dia Total Length 10mm dia Total Length 12mm dia

Shorter Longer Shorter Longer

NAME Size Direction Steel

Length Wirth 12 mm No. of cap 12mm

Generator room 1

TOTAL WEIGHT IN KG. DRUG WARE HOUSE, GENERATOR ROOM & GUARD ROOM

Dia. Total Length Weight /Kg Total Weight

BILL OF QUANTITY

Name of Work:-CONSTRUCTION OF HIGH YIELDING TUBE WELL 450MM x 300 MM x 168 M DEEP & INSTALLATION OF 30 HP ELECTRICALLY DRIVEN SUB PUMP SET WITH ALL ACCESSORIES WITH PUMP HOUSE, RISING MAIN, AND SUPPLY ERRECTION & COMMISSIONING OF 63 KVA DISTRIBUTION TRANSF0RMER & EXTENSION OF 11 KV HT LINE WITH ALL ACCESSORIES , AT BRAHAMPURA SANICHARA ASTHAN (MAI STHAN) UNDER M.M.C. MUZAFFARPUR.

G.NO :- 01 (ONE)

COST OF WORK Rs.-

EARNEST MONEY Rs.-

COST OF BOQ Rs.- 5000

TIME OF COMPLETION :- 3 Months

BID PROCESSING FEE Rs.- As Per E-proc2

S. No. Description Unit Unit Rate (in Rs) Quantity Amount

1 Providing all materials labours & equipments and drilling by reverse rotary rig machine the following dia bore in any kind of soil mixed with kanker including providing sample box and collection strate sample at every 10 depth of drilling for asserting proper aquifer for completing 457.2 mm x 323.9 mm dia high yielding T/well etc. all complete per IS 2800-1979 & PHED S/D of E/I.

(a) 600 mm dia bore from G.L to 30.0M m 2062 30

(b) 600 mm dia bore from 31 m to 90.0M m 1757 60

(C) 600 mm dia bore from 91 m to 200.0M m 1754 84

2 Supplying all materials such as following size of M.S ERW pipe with socket and providing equipments and labours for lowering the following pipe and cutting the pipe the required size as per approved assly and strata chart including weilding along with the socket / M.S ring and strips as required all complete as per direction of E/I.

(a) 450 mm x 8 mm thick M.S. ERW pipe (Jindal/ Tata & ISI Marked) m 8199.97 45

(b) 300 mmx 8 mm thick M.S. ERW pipe(Jindal/ Tata & ISI Marked) m 4711 78

(c) 300 mm dia regular graded slotted pipe (Johnson make) m 6945.26 45

3 Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and weiding the same on process of lowering the assay etc. all complete as per S/D of E/I.

(a) 450 mm dia well cap Each 950 1

(b) 6 mtr long M.S clamp for holding 450 mmdia M.S housing pipe Each 1600 1

(c) 450 mm dia center guide Each 375 4

(d) 300 mm dia center guide Each 350 6

(e) 450 mm x 300 mmdia M.S. reducer Each 1800 1

(f) 300 mm dia M.s well shoe plug Each 975 1

4 Providing all materials labours & equipments for fixing tube well with pea gravel of Dalbhumigarh ( East singhbhumi) to size 4 mm to 8 mm approx as suitable for strata including carriage washing placing and packing the same in position aroung the tube well etc. all complete as per direction of E/I. (Stack measurement of clean washed gravel shall be taken 13” as 12 “ in height to count voids.) m³ 990.1 30

4B Carriage of Pea Gravel from Dalbhumigarh to Patna (taken by distance 350 km) {( 350*8*7.4/5)+181.00}*01 m³ 3847.09 30

5 Development of tube well in accordance with IS 2800 chart I) and IS 11189, to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method measuring static level & draw down etc. by step draw down method, collecting water sample & getting tested in approved laboratory I/C disinfection of tube well all complete including hire labour charges of air compressor tools & accessories etc. all as per requirement and direction of engineer-in charge. Hr 649.4 56

6 Transportation of drilling paints developing equipments & all other required tools and M/C by the suitable mechanical means including all cost of loading unloading placing at work site and back after completion of work as per S/D of E/I. Each 9077 1

7 Supplying all materials and labour for arrangement for additional water required during drilling period for 70 hrs. Hr 120 70

8 Chemical and bacteriological testing of water sample including the cost of collection, carrying to designated PHE/other laboratory and submission of reports in participate as per direction of E/I Each 500 1

9 2.8 Earth work in excavation in foundation trenches in ordinary soil (Vide classification of soil item-A) , all complete as per building specification and direction of E/I Each 360.7 0.000

10 2.28 Providing coarse clean sand filling in foundation trenches or in plinth all complete as per building specification and direction of E/I m³ 287.3 0.999

11 11.72 Providing brick on edge flooring with bricks of class designation 100A including cement slurry etc,all complete as per building specifications and direction of Engineer-in-charge. m2 283.3 0.999 2 377448

12 4.1.6 Providing P.C.C. (1:3:6) in foundation with approved quality of stone metal grade-III 40 mm nominal size clean coarse sand of F.M. 2.5 to 3 , all complete as per building specification and direction of E/I m³ 3279.8 3.11

13 6.1. 14A Providing designation 100A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 , all complete as per building specification and direction of E/I m³ 4819.9 0.000

14 5.1.3 Providing R.C.C.M. 150 in band at plinth level with approved quality of stone chips 20 mm to 6 mm size grades and clean coarse sand of F.M. 2.5 to 3 , all complete as per building specification and direction of E/I m 4232.4 0.000 3 606387

15 2.26 Earth work in filling in foundation trenches and plinth in layers , all complete as per building specification and direction of E/I 20% of item no – 1 m³ 123.9 0.000

16 6.1. 14A+6.3A Providing designation 100A brick work in C.M. (1:6) superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 , all complete as per building specification and direction of Engineer-in-charge. m³ 5662.1 0.000

17 5.3 Providing av. 63 mm thick R.C.C.M. 150 in chhajja with approved quality of stone chips 20 mm to 6 mm size grades and clean coarse sand of F.M. 2.5 to 3 , all complete as per building specification and direction of E/I m³ 5335.9 2.565 2

18 Providing, hosting and fixing the 250 mm wide and 125 mm deep R.S. joist in position including cutting to required shape and size strengthening all complete as per direction of Engineer-in-charge. Mtrs 60.1 111.6

19 Providing M.S. reinforcement as per approved design and drawing carriage of M.S. Rods (Straight or in coils) to work site cutting, bending and binding with annelid wire, removal of rust placing the rods in position all complete as per building specifications and direction of Engineer-in-charge. Mtrs 94500 0.000

19 B 5.9.3 Providing centering and shuttering including strutting,propping etc and removal of form work m2 437.5 0.000

20 9.1.2 Supplying, fitting and fixing good quality well dressed and wall seasoned sal wood work in chaukhats in Doors, Windows, Skylights, Fanlights and C/W window openings, including wedge over clamps all complete including applications of two coats of wood preservative of approved quality of the surface abutting walls and lintels all complete as per building specifications and direction of Engineer-in-charge. m³ 95670.7 0.1

21 9.82 Supplying, fitting and fixing M.S. grill made of 20 mm x 6 mm M.S. flat as per approved design and drawing properly fabricated with joints continues fillet, welded and finished smooth, carriage of grill to work site hoisting as per building specifications and direction of Engineer-in-charge. kg 108.1 39.375

22 5.18 Providing 25 mm thick R.C.C.M. 150 jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of F.M. 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true the plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete building specification and direction of Engineer-in-charge. m2 835.8 0.36

23 13.24 13.24.2 Providing 6 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including cost of carriage, screening, curing, with all leads and lifts of water, building specifications and direction of E/I. m2 125.6 0.000

24 13.11.4 Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including cost of carriage, screening, curing, with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specifications and direction of E/I m2 141.5 0.199 2

25 11.3 Providing 40 mm thick first class patent stone flooring (1:2:4) with stone chips with 20 mm to 6 mm size graded , in panels, including cost of curing, finishing the surface smooth by rubbing with carbonados stone taxes and royalty all complete as per building specifications and direction of E/I. m2 289.1 0.999

26 Supplying, fitting and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 & TADS15-2001 (part B),manufactured in factories by approved manufacturers,including black enamelled M.S. butt hinges with necessary screws , all complete as per building specifications and direction of Engineer-in-charge and panelling with panels of 12mm thick pain Grade-1,medium density flat pressed three layer and graded particle board(FPT-1) conforming to IS:3087 bonded with BWP type synthetic resin adhesive as per IS:848 m2 2506.9 3.455

27 13.77.2 Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface , all complete as per building specifications and direction of E/I m2 102.3 0.199

28 13.82.2 Providing two coats of synthetic enamel paint over a coat of primer of approved shade and make over new wooden surface , all complete as per building specifications and direction of E/I. m2 83.5 0.999

29 2.1 Excavating trenches of required width for pipes, cabes etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth, including consolidated each deposited layer by ramming, watering, etc. and diposing of surpus excavated soil as directed, within a lead of 50m in all kind of soil.

2.10.1.2 a) pipe exceeding 80mm dia but not exceeding 300mm dia For 200mm dia pipe after adding 5 % extra m 0.9 157.5

30 18. 72.18 Providing and laying S&S centrifugally cast (spun)/ductile iron pipes confirming to is:1536 or IS:1829 150mm dia DIClass LA m 1931.2 150

31 18.70 18.70.4 Providing push on joints to centrifugally (Spun) Cast iron pipes or ductile iron pipes including testing of joints and the cost of rubber gasket.150mm dia Joint 155.3 8

32 Providing all materials labours tools and tackles for fitting, jointing and testing to CI or DI Standards specials confirming to IS specifications etc all complete. 10 % item no -2 28968

33 18.80 18.80.6 Disinfecting CI/ DI water mains by flushing with water containing bleaching powder @ 0.5gm per leter of water and cleaning the same with fresh water, operation to be repeated three times incuding getting the sample of water from the disinfected main tested in the municipal labaratory. 200 mm dia 100 mtrs 2056.4 150

34 4.1.3 Providing and laying in position cement concrete 1:2:4(1cement:2coarse sand:4 graded stone chips 20mm nomina size)etc. all complete as per standard specification and direction of E/I.thrust block etc. m³ 3998.1 0.999

35 18.31 18.31.5.1 Providing and fixing CI sluice valve (with cap) complete with bolts nuts, rubber insertions etc 200 mm dia class(1) Each 16257.8 2

36 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 18802.6 2

37 Supply & Installation of Submersible Pump set having discharging 30 LPS at a total head of 52 M with 150mm size of MSERW column pipe copied with 30 HP Submersible Motor 2900 RPM 3 phase 50 cycle/sec 380/415 volt electric motor along with C.I . D/F ISI marked sluice valve and reflux valve with 35 HP FASD/ATSD starter & 35 HP main switch including 5T chain pully block and all necessary electrical and mechanical accessories etc all complete set . set 345650 1

38 Supply , erecting and commisoning with all labour,tools and tackles for making distribution substation ( D/S/S) with all materials required such as

Supply, errection & commisoning of 63 KVA distribution transformer and extension of 11 KV HT line with all accessories including all labours, tool & tackles with transportation of the materials at the site under M.M.C. Muzaffarpur. Each 524158 1

58 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I.

(a)Coarse sand m³ 1976.57 14.94

(b)Stone chips m³ 2335.32 7.736

(c)Local sand (2 K.M. Pucca & 1K.M. Kachcha Lead) m³ 235.49 6.835

(d)Brick (7 K.M. Pucca & 1K.M. Kachcha Lead) per 1000 665.09 12.28