Construction of Samarsebul Boring and Steging from Near Badri Halwai in Ward No-18 Under ??Nagar Parishad, Khagaul

Bill of Quantity for

Name of work:- योजना का नाम:- नगर परिषद् खगौल अंतर्गत वार्ड संख्या-18 में बद्री हलवाई के पास समरसेबुल बोरिंग एवं स्टेजिंग का अधिष्ठापन कार्य.

Date of Tender:- 13-04-2026

Group:- G.No-36

Time of completion 04 Month

Cost of Boq 750

Bid Processing Fee:- (Through online payment) As Per Gen

Sino. S.O.R No Particulars of items Quantity Unit Rate Amount

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 submiting 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.( All type of soil)

24.1.1.2 (a) 350 dia bore from G.L. to 30 M m 532.4

2 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge.

24.3.1 100mm nomonal size dia mtr 546.1

3 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 150 mm nominal size dia M 573.1

4 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge

Add Extra 15% m3 1343.2

5 Carriage of Peagravel for Domachanch ( koderma) 190 km to work site m3 3635.89

6 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.

7 24.13.1 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia

8 24.14.1 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp

9 24.15.1 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 100 mm dia

10 18.10.5 Providing and fixing G.I. PIPES complete with G.I. Fitting and clamps i/c cutting and making good rhe wall etc. 40 mm dia nominal bore.

11 supply, installation, cimmissioning and testing of single phase 1 H.P. submersible pump set hacing dischargeing capacity 1.5Lps at a total head of 35 meter(approx) of KSB /Kirloskar or equivalent make with all accessories & fittings etc. including loading unloading and transportion of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & commissioning as per standards specifications and direction of E/I.

12 Electric 1.7.4 Wiring for circuit/ subman wiring along with earth wire wirh rhe following sizes of FRLS, PVC insulated coppter conductor single core cable in surface/ recessed medium class PVC Conduit as required.

2x6sqmm+ 1x 6 sqmm earth wire mtr 422

13 8/18.48 P/V and placing on terrace (at all floor level)polyethylene water storage tank ,ISI :12701 marked with cover and suitable locking arragement and making necessary holes for inlet, outlet and ove flow pipes. But without fitting and the base support for tank. ltr 9.7

14 18.25.2 Providing and fixing s&s C.I. Standard specials such as tees bends. Collars tapers, caps etc ( heavy class) over 300 mm dia. quinral 5484.6

15 18.93.1 Providing and fixing required stainless steel firring of press fit design of grade AISI 304 confirming ro jwwa G116 Standard with V profile or M- profile and wirh O- Ring sealing gasket of EPDM material of required dia as per direction of Engineer-in charge. mtr 247.5

16 18.1.5 p/v and fixing chlorinate polyethelene- Aluminium- polythelene ( PE-ALPE) Composite pressure pipes confirming ro IS-15450 U.V.stablized with carbon black having thermal srability for hot & cold water supply capable to withstand rempreture up to 80 degree including all special fitting of compositr material ( engineering plastic blend and brass inserts whereever required ) e.g. elbows rees, reducers couplers brass inserts etc, testing of joints complete as per dirction of Engineer in charge.

3240 ( 40mm OD ) PIPE MTR 625.4

17 18.49.1 Providing and fixing C.P Brass bib cock of approvrd quality confirming to is: 8931

18 18.12.1 Providing and fixing G.I. Pipe complete with G.i. Firring including trenching and reffiling etc. mtr 197.6

19 18.35 Constructing brick masonary chember120x120x100 cm in brick work in cement mortar 1:4 (1 cement, 4 coarse sand.) for sluice valve with ci surface box 100mm top dtameter 160mm bottom daimeter and 180 mm deep ( inside with chained lid and R.C.C. top slab with1:2:4 mix(1 cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocrete 1:5:10 mix (1cement, 5 coarse sand,10 graded stone aggregate 40 mm nominal size.) inside plastering 12 mm thick with cement mortar 1:3 (1 cement, 3 coarse sand.) finished with floating coat of neat cement and making channels in cement concrete 1:2:4. finished with floating coat of neat cement complete as per standard design.

18.35.1 with common burnt clay F.P.S ( Non modular ) bricks of class designation 100A Each 18802.6

20 18.8 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.

18.8.3 25mm nominal outer dia Pipes mtr 463.1

21 BCD 20.3A.1 Making 25 cm (10") dia bore up to 4 meter depth below ground with hand auger of approved quality in ordinary soil (vide classifacation of soil item A) true to plumb and without eccentry city in any stage of operation and disposal of the excaveted earth up to 50 mtr lead in eluding all lifts all complete as er approved design and direction of E/1 Details of cost for 4 piles of 4m= 16 mtrs depth

22 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia underream 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 including all lifts , all complete as per approved designand direction of (E/l)

23 BCD 2.8.1 Earth work in excavation in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5m, including getting out the excaveted soil and disposal of surplus excavated soil as directed , within a lead of 50m,

24 BCD 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.

25 BCD 11.72 Providing designation 100 A one brick flat solling joints filled with local sand including cost of watering taxes, royality all complete as per building specification and direction of E/1

26 BCD 5.1.2 Reinforced cement concrete work in wall (any thickness) including attached pilasters buttresses,plinth and string courses,fillets.column pillars,piers,abutments posts and struts etc.

27 5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia

28 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

BCD 5.9.1 Centring and shuttering etc…do all complete job.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.3 Suspended floors, roofs, landings, balconies and access platform.

29 13.11.2 1:4 (1 cement : 4 coarse sand)

30 13.24 6 mm cement plaster to ceiling of mix.

13.24.2 1:4 (1 cement : 4 coarse sand)

31 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.2 In gratings, frames, guard bar, ladders,

32 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 60 cmx60cm m2 1638.8

33 11.72 Providing designation 100A 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.

34 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:2:4

35 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622(thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

36 13.79.1+13.78.1 Finishing walls with Water proofing cement paint of approved brand and manufacture and of required shed to give an evan shade ; New work ( Three or more coats ) etc do all complete job.

37 13.81.1+ 13.82.2 Painting With ready mixed pink or grey primer of approved brand and manufacture in all shades ro give an evan shade.

38 Carriage of material

(i) Sone sand m3

(ii) stone aggregate m3

(iii) Local sand m3

(iv) Earth 0 m3

Add G.S.T 0.0536

39 Informatory sign board/ foundation and inaugration 1 No. 4000 4000

40 Seniorage of material

stone aggregate m3 59.54

Local sand m3 14.19

N.P Khagaul N.P Khagaul Nagar vikas Division

Patna Wrastern Area