WARD NO-18 ME MAIN ROAD SE UPSABHAPATI KE GHAR TAK HDEPE PIPE CONNECTION EVAM 5 HP BOARING KA NIRMAN KARYA

BILL OF QUANTITY

CONSTRUCTION OF LAYING OF PIPE ,HOUSE CONNECTION AND 5 HP BOARING IN WARD NO 18 UNDER NAGAR PARISHAD SHEIKHPURA

1 2.8.1 B.C.D Earth work in excavation in foundation 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. 338.16 M3 360.70 121974.00

Add 5% Extra for fitting 0.00

TOTAL QTY. 0.00

3 Approved from PHED Providing and laying High Density Polyethyene pipe (HOPE pipe) of 20 mm to 225 mm 00 and pressure 6.0 Kglcm2 and 10 Kg/cm2 sutable for water supply which is available in all standard, like 181·498411995 and various grades like PE·80, PE·100 including required specials. Rates are inclusive of , all taxes and duties (Exise duty @12.50% &C8T @2'10against Form 'C'), labour cess, contractor profit and overhead charges all complete as per direction of Engineer·in· charge.HDPE pipe of materials grade PE100· PN10 (dia in I _. mm)

Nos LENGTH W HIGHT TOTAL

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 303.60 M3 123.90 37616.04

Nos LENGTH W HIGHT TOTAL

deduction 10% item no.1 304.34

5 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1.00 Nos 7210.00 7210.00

Nos LENGTH W HIGHT TOTAL

6 15.2.1 Desman tiling dressed stone work ashlar face stone work, marble work or precast concrete work including stacking of service able and disposal of unserviceable material within 50 metres lead: Demolishing cement concrete including disposal of material within 50 metre lead: 32.63 M3 970.90 31680.47

7 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore 1.00 Nos 2227.60 2227.60

8 11.72 B.C.D 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, 217.50 M2 283.30 61618.00

Nos LENGTH W HIGHT TOTAL

TOTAL QTY. 0.00

9 4.1.3 B.C.D Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 32.63 M3 3998.10 130458.00

AREA HIGHT TOTAL

TOTAL QTY. 0.00

1 1A Providing and fixing MDPE (PE 80 GradeCompound) pipes PN-12.5 (12.5kglSqcm) as per ISO 4427 and specification for waterapplication rates are inclusive of, taxes and duties (Exise duty @12.50% &CST @2% against Form 'C'), labour cess, contractor profit and overhead charges all complete asper direction of Engineer-in-charge,complete. 480.00 m 28.00 13440.00

MDPEPipe 20mm dia nominal bore

2 1B Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes. having thermal stability for hot & cold water supply. including all CPVC plain & brass threaded fittings. including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 80.00 m 172.00 13760.00

15 mm nomanal bore

5 1C Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :15 mm nominal bore 80.00 Nos 301.60 24128.00

Nos LENGTH W HIGHT TOTAL

6 1D Providing and fixing P.P. Black service Saddle Brass threaded) 80 Nos 400.00 32000.00

1E providing and fixing female adopter for adjoining the ferrule to MDPE 80 Nos 75.00 6000.00

1F Providing and fixing femeale elbow adopter for adjoining the MDPE pipe 80 Nos 50.00 4000.00 727709.12

7 18.54.1 B.C.D Providing and fixing brass bib cock of approved quality 80.00 M2 434.20 34736.00

15 mm nominal bore 1.00

TOTAL QTY. 1.00

1 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

24.1.1.3 (a)400 mm bore from GL to 30.0m and beyoned Below GL 30 PM 681.50 20445.00

24.1.1.3 (b) 350 mm dia bore from 30m to 67m and beyond Below GL 90 PM 532.40 47916.00

24.10.2 150 mm nominal size dia having minimum wall thickness5.00 mm 30.00 PM 1408.10 42243.00

24.4.2 (b)150 mm nominal size dia having minimum wall thickness 5.00 mm 90.00 PM 673.50 60615.00

3 Providing all tools labour including supplyifng fitting & the following accessories for aforesaid m T/W as per direction of E/I 1 5000.00 5000.00

4 (i)300 mm x200 mm dia M.S Reducer 1 Each 1000 1000.00

5 (ii) 300 mm dia M.S well cap. 1 Each 400.00 400.00

6 (iii)200 mm dia M.S well plug with 10mm dia hook welded as per direction of E/I 1 Each 273.00 273.00

7 (iv) M.S center guide suitable for300dia mm pipe 12 Each 250.00 3000.00

8 (vi)M..S clamp set of required Dia as per IS 2800 including necessary bolts and nuts required 1 P.PAIR 1500.00 1500.00

9 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, inrequired grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 10 M3 1343.20 13432.00

10 CARRIAGE DUMIGRAHH PEA GRAVEL FROM DHALB 10 M3 5450.77 54508.00

11 24.12 Development of tube well in accordance with IS : 2800 (part 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 develo ped, 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 samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 8 PER HOUR 916.80 7334.00

12 Transportation and erection of drilling plants developing eqipemnts & all other required tools an M/C by and suitable manicale means including all cost of loading , unloading ,place at work site and back after completion of work as per S/D of E/I 1 Each 9000.00 9000.00

13 Supplying all materials and labours for arrangemnt for additinala water required during the drilling period for 70HR & site clearance & levelling etc and providing the soap duster etc to staff engaged in drilling etc all complete work as per specification & direction of E/I 1 Each 9000.00 9000.00

14 chemical and bacteriological testing of water sampe including the cost of colllection , carring to designated PHE/ other laboratories and submission of report in office 1 Each 1000.00 1000.00

15 providing supply , installation testing and commissiong 5HP submersible moter with pimp of system of cri/ksb/isi or another stander equivailent mark with electric cable 7/20 wire and 2*3/10 pvc copper with automatic starter 1 Each 105000.00 105000.00

10 CARRIAGE OF MATERIAL 381666.00

(ii) LOCAL SAND 3.09 M3 316.15 976.90

(iii) COURSE SAND 14.68 M3 1143.25 16783.00

(iv) STONE CHIPS 29.36 M3 493.08 14477.00

11 EXTRA COST OF BRICK 7021 %O 369.27 2593.00

12 EXTRA COST OF CEMENT 10.44 MT 18.73 195.54

SIGN BOARD 3500

TOTAL 1183047.40