Tap-water connection(Nal-Jal connection) to the remaining houses in Ward Numbers 09, 10, 11, and 13 under Nagar Panchayat Areraj, and the construction of new standposts, motors, and borings in Wards 09, 11, and 13.

Name of the Scheme: Tap-water connection(Nal-Jal connection) to the remaining houses in Ward Numbers 09, 10, 11, and 13 under Nagar Panchayat Areraj, and the construction of new standposts, motors, and borings in Wards 09, 11, and 13.

BILL OF QUANTITY

Cost of BOQ 5000

Time of Completion Six Months

S.NO. ITEM OF WORK UNIT QUANTITY RATE AMOUNT

1 Distribution Network Each 1

Water Supply Distribution System of Pipe Line at Ward No. 09,10,11&13 under Nagar Panchayat Areraj. ( See Sub Estimate-1)

2 House service connection Each 1526

Provision of 1526 nos House connection under Ward no-09,10,11&13 Nagar Panchayat Areraj. (See Sub Estimate-02)

3 Provision of 150 mm x 100mm x150 mtr deep high yielding Tubewell (03 no) in Ward No.-09,11&13 under Nagar panchayat Areraj (See Sub Estimate-03) Each 3

4 Installation of Pump Motor with Starter Panel (5HP Submersible) (03 no) in Ward No. 09,11&13 under Nagar Panchayat Areraj (See Sub Estimate-04) Each 3

5 Construction of R.C.C. Over Head Water Tank under Ward No - 09,11&13 (See Sub Estimate-05) Each 3

6 Add O & M Cost for 5 Years @ 2% Each Year (2x5=10% of Sub Total)

Nagar Panchayat Areraj

Estimate for Water Supply Distribution System at Ward No. 09,10,11&13 under Nagar Panchayat Areraj. (Sub-Estimate 01)

Sl.No. Particulars Qty Unit Rate Amount (Rs.)

1. 2.8 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.

63 mm 90 mm 110 mm

Water Supply Distribution System 4841 984 820

Connection between boring to main (lenght in feet) 0 0 0

Total (length in feet)

Total (Length in meter) as per Dia.

2. 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

90 % of item no 1 PM3 123.9

3 (PHED) Providing and supplying High Density Polyethyene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard, like ISI-4984, ISO-4427 DIN-8074 and various grades like PE-63, PE-80, PE-100 and newly invented PE 100 + materials

HDPE pipe of materials grade PE100-PN10 (dia in mm)

63 mm dia PM 218

90 mm dia PM 437

110 mm dia PM 646.25

4 Providing all materials labours tools and tackles for fitting, jointing and testing to HDPE Standard specials confirming to IS specifications etc all complete.

10 % of item No-3

5. 18.35.1 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 2 Each 18802.6

6. 18.36.1 Constructing masonary chamber 60x60x75cm inside, in brick work in cement mortar1:4(1 cement:4 coarse sand) for fire hydrants, with C.I surface box 350mmx350mm top and,165mm deep(inside)with chained lid and RCC top slab 1:2:4 mix(1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size),necessary excavation,foundation concrete 1:5:10(1 cement:5 fine sand: 10 graded stone aggregate 40mm nominal size) 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 With common burnt clay F.P.S.(non modular) bricks of class designation 100A 5 Each 7401

7. 18.31.1.1 P/F C.I sluice Valve (with Cap) complete with bolts,nuts,rubber insertions etc

110 mm dia pipe 2 Each 3886.6

8 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

18.17.6 90 mm dia pipe 3 Each 2227.6

18.17.5 63 mm dia pipe 2 Each 1490.7

Road cutting and restoration

9. 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead as per direction of E/I.

10. 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Quantity as per item no. 09 PM3 3998.1

11. 2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

13 Carriage Cost of materials

i Cement MT 467.41

ii S/Sand m3 2576.31

iii S/Chips m3 3334.39

iv Bricks 0 Nos. 919.21

v Local Sand m3 310.47

Difference Cost of Materials

i Cement MT 231.56

ii Bricks Nos. 359.04

Add GST @ 5.36%

Add Seigniorage Fee

Nagar Panchayat Areraj

Estimate for provision of 1526 nos House connection under Ward no-09,10,11&13

House to House Service Connection

Sub-Estimate 02

Sl. No. Particular Qty. Unit Rate Amount

1 A/2.8 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.

For Pipe Laying (6 m x 3 m x 0.6 m deep) 1.08 PM3 360.7

1 B/2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidation each deposited layer by ramming and watering lead. 1.06 PM3 123.9

2 PHED Providing and fixing MDPE pipe (PE80) confirming IS:15801/2008 and ISO 4427 with latest amendment PN12.5 (OD 20mm) (Basic Rate Rs. 14.98 witout CP, OH and LC) 6 P/M 27.42

3 Lowering, laying and jointing M.D.P.E. pipes in proper position including all specials by compression fitting/ electrofusion and butt fusion jointing procesure including hydraulic testing as per relevant IS code complete with all materials for jointing procedures like Electrofusion machine. Electric mirror/heater, Butt fusion welding machine with hydraulic jack, top loading clamp, etc, pump and accessories for hydraqulic testing and all labour as directed by Engineer-incharge as per IS-7634 Part II 2012 (amended up to date) Including Contractor's profit & Over head, water charge, labour cess but excluding trenching & refilling, road cutting

20mmdia 6 P/M 3.03

4. 18.7.1 Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC colvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work (Exposed on wall) 15 mm nominal outer dia pipes. 1 P/M 172

5. 18.20.1 Providing and fixing 15 mm brass ferrule with CI mouth cover including boring and tapping the main etc. all complete job. 1 Each 301.6

6. LS Providing and fixing HDPE electrfusion service saddle including all complete job as per direction of E/I. 1 Each 400

7. 18.15.1 Providing and fixing brass bib cock of approved quality 15 mm nominal bore 1 Each 303.8

Total Cost of House connections Each 1880.99

Detail of House connection

Ward No of Connection

Nagar Panchayat Areraj

Detailed Estimate for construction of 150 mm x 100mm x150 mtr deep high yielding Tubewell (03 no) in Ward No.-09,11&13 under Nagar panchayat Areraj. (Sub-Estimate 03)

Sl.No. Particulars Unit Qty Rate Amount (Rs.)

1 Providing all materials labour and equipments for drilling by R.R Rig machine for following dia of bore hole in all kinds of soil mixed with kankar , sand, Stone including providing sample box and collection starta sample at every 3.0M depth of drilling for ascertaining proper aquifer for completing High Yielding Tube Well all complete as per IS:280-1979 & PHED specification and direction of E/I

24.1.1.2 (a) 350 mm dia bore from G.L. to 30 mtrs below G.L. PM 30 532.4

24.1.1.1 (b) 300 mm dia bore from 30 to 90 mtrs and beyond below G.L. PM 60 486.8

24.2.1.1 (c) 300 mm dia bore from 90 to 150 mtrs and beyond below G.L. PM 60 567.9

2 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, & sccessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 (a) 150 mm x 5mm thick pipe ISI mark. PM 30 660.1

24.3.1 (b) 100 mm x 5mm thick pipe ISI mark. PM 90 546.1

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

24.4.1 100 mm dia and 1 mm slot. PM 30 573.1

4 Providing all tools and labour including supplying fitting & fixing the following accessories for aforesaid 150mm x 100mm T/W as per direction of E/I.

PHED (i) 150 mm x 100 mm dia M.S reducer each 1 500

24.13.2 (ii) 150 mm M.S well cap each 1 210.7

24.15.1 (iii) 100 mm dia M.S well shoe plug each 1 228.3

PHED (iv) Centre guide suitable for 150 mm dia pipe each 3 150

PHED (e) Centre guide suitable for 100 mm dia pipe each 8 100

24.14.2 (f) M.S. clamp set. 1.6 Mt. Long p/pair 1 1531.4

5A/24.8 Providing all materials labour and tools for providing and placing around T/well double washed pea gravel confirming to IS:8419-1977 of size 4 mm to 8 mm from dalbhumgarh of east singhbhum (JH) inclusive of loading, carriage, unloading and stacking in proper shapr for measurement at site.(Stock measurement of clean and washed gravel shall be taken 13" as 12" in height to count void) as per direction of E/i PM3 8 1343.2

5B Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 500 km.) PM3 8 6583.16

6 24.12 Suppying all materials, labour and equipments with fuel & lubricants and developing and testing the tube well by Air Compressor for 12 hrs. to leave sand free clear water is discharged and providing V-notch for measuring the discharge of T/Well at various depth etc all complete as per PHED specification & direction of E/I. P Hr 20 916.8

7 Transportation and erecton of drilling plants, developing equipments & all other required tools and M/C by and 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 1 3000

8 PHED Supplying all materials and labour for arrangement for additional water required during drilling period 70 Hrs & 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. Each 1 7000

9 Chemical and bacteriological testing of water sample including the cost fo collection, carrying to designated PHE/ other laboratories and submission of report in triplicate as per direction of E/I. Each 1 500

Total Cost for High Yeild Tubewell Each 3

Nagar Panchayat Areraj

Estimate for Installation of Pump Motor with Starter Panel (5HP Submersible) (03 no) in Ward No. 09,11&13 under Nagar Panchayat Areraj. (Sub-Estimate 04)

Sl.No. Particulars Qty Unit Rate Amount (Rs.)

1 Supply installation, commissioning and testing of three phase 5 HP submersibble pump set including light wiring , power wiring and extension of over head LT line from nearest point of electric line upto pump room having 50 C/sec 2900 rpm at a total head of 35 m (approx) of different capacity of KSV, Kirloskar of equivalent make with all accessories and fittings etc. including loading unloading and transportation of the pumpset to the work site with all required labour ,materials tools and tackles installation testing and commissioning complete set as per standards specifications and directions of E/I. 1 Each 140107.73

Total Cost for Pump Set 3 Each

Construction of R.C.C. Over Head Water Tank under Ward No - 09,11&13 Nagar Panchayat Areraj (Sub-estimate-05)

SI Item of work Quantity Unit Rate Amount Rs

1 Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m. dressing of side sand botten and back filling in tranches with excavated suitable material. {S.O.R BCD item No 2.8.1} 21.86 M3 360.7 7885

2 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{S.O.R BCD item No 2.26} 10.27 M3 123.9 1272

3 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.{S.O.R BCD item No 2.28} 0.000 M3 287.3 1561

4 Providing brick flat soling with designation 100A one brick joints filled with local sand including cost of watering, royalty aand all taxes, all complete as per approved desing, specification and direction of E/I..{S.O.R BCD item No 11.72} 32.74 M2 283.3 9275

5 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 {S.O.R BCD item No 4.1.3} 0.999 M3 3998.1 12770

6 Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) {S.O.R BCD item No 5.1.2} 0.999 M3 4688.3 25556

7 Centring and shuttering including strutting, propping etc. and removal of form for. Lintel beam, plinth beams] etc. {S.O.R BCD item No 5.9.5} 22.5 M2 404.7 9106

8 Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand ) {S.O.R BCD item No 6.1.14A} 0.000 M3 4819.9 4058

9 Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) {S.O.R BCD item No 5.1.2} 0.000 M3 4688.3 1974

10 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers {S.O.R BCD item No 4.12} 107 kg 57.16 122

11 Centring and shuttering including strutting, propping etc. and removal of form for. Lintel beam, plinth beams] etc. {S.O.R BCD item No 5.9.5} 4.23 M2 404.7 1712

12 Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) {S.O.R BCD item No 5.2.2} 0.000 M3 5670 33657

13 Centring and shuttering including strutting, propping etc. and removal of form for. Lintel beam, plinth beams] etc. {S.O.R BCD item No 5.9.5} 75.15 M2 404.7 30413

14 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) {S.O.R BCD item No 5.3 +5.33.4B} 0.000 M3 5335.9 966

15 Centring and shuttering including strutting, propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform {S.O.R BCD item No 5.9.3} 0.999 M2 437.5 964

16 Brick work with bricks of class designation 100A in Extra for Brick work in superstructure above plinth level upto floor V cum in Cement mortar 1:6 (1 cement : 6 coarse sand ) {S.O.R BCD item No 6.1.14A+6.3A} 0.000 M3 5662.1 49136

17 Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) {S.O.R BCD item No 5.2.2} 0.999 M3 5670 25662

18 Centring and shuttering including strutting, propping etc. and removal of form for. Lintel beam, plinth beams] etc. {S.O.R BCD item No 5.9.5} 33.06 M2 437.5 14464

19 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. {S.O.R BCD item No 5.22.7A} 2074.34 KG 92.6 192084

20 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer {S.O.R BCD item No 10.5.1} 2.97 M2 3653 10849

21 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. {S.O.R BCD item No 9.48.1} 27 KG 144.5 3902

22 Providing,25 mm precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits{S.O.R BCD item No 5.18.3} 0.41 M2 835.8 338

23 6 mm cement plaster to ceiling of mix : of mix: 1:4 (1 cement:4 coarse sand) {S.O.R BCD item No 13.24.2} 29.51 M2 125.6 3706

24 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) {S.O.R BCD item No 13.11.4} 0.800 M2 141.5 19045

25 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) with neat cement puning {S.O.R BCD item No 13.11.4 + 13.26} 22.55 M2 182 4104

26 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade {S.O.R BCD item No 13.79.1} 164.1 M2 81.2 13325

27 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works {S.O.R BCD item No 13.81.3 + 13.82.1} 7.76 M2 118.1 916

28 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved ateef primer all complete {S.O.R BCD item No 10.2} 159.82 kg 85.4 13649

29 Providing railing at the top with 25 mm GI Pipe 51 Mtr 196 9996

30 Providing necessary arrangment for proper fixation of P.V.C Tank for lateral stablity against wind pressure force L.s 3000

31 Carriage of Materials

(A) Bricks for (1+7) km lead 1 Km US+7 Km SR:- 5758.75 per ‰ 919.21 5294

(B) Coarse sand for lead (Doriganj) 1 Km US+115 Km SR :- 13.56 m³ 2576.31 34935

(C) Stone chips for lead(Mirza Choki) 1 Km US+399 Km SR :- 16.88 m³ 3334.39 56285

(D) Local sand for lead 1 Km US+2 KM SR:- 5.93 m³ 310.47 1841

(E) Cement for lead 1 Km SR :- 8.87 P/Mt 467.41 4146

(F) Cement for lead 1 Km SR :- 0.999 P/Mt 467.41 969

32 Add Diffence Cost of Materials

ii Cement 0.0 P/Bag 231.56 2054

33 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank{S.O.R BCD item No 18.48} 10000 P/Ltr 9.7 97000

Add GST 5.36 % (Difference GST Rate SOR and Current) Rs 38059

Extra Cost of Pipe valve (inlet & outlet) 5 % Rs 35503

Add 10 % Seigniorage Fee Rs 5050.4

G.Total Rs. 788671.4

03 NOS OVERHEAD WATER TANK

MATERIAL STATEMENT

SL.NO. ITEM NO. UNIT QUANTITY LOCAL SAND (CUM) BRICKS (NO.) CEMENT (MT) SONE SAND (CUM) STONE CHIPS (CUM)

1 L.S. filling CUM

3 R.C.C. WALL+SLAB (1:1.5:3) :- CUM 0

Seigniorage Fee

S.N. Material Qty. unit Rate unit Amount S.F 10%

1 Coarse sand M³ 175.8 / M³

2 Stone chips 20mm M³ 595.36 / M³

3 Local sand M³ 141.85 / M³

4 Bricks 0 Nos 0.0 / ‰

नगर विकस एवं आवास विभाग

नगर विकास प्रमंडल, पूर्वी चम्पारण मोतिहारी

नगर निकाय का नाम :- नगर पंचायत अरेराज

नगर पंचायत अरेराज अंतर्गत वार्ड संख्या 09,10,11और 13 में बचे हुवे घरो में नल-जल का कनेक्शन कार्य तथा वार्ड 09, 11 और 13 में नये स्टैंड पोस्ट,मोटर और बोरिंग का निर्माण कार्य |

प्राक्कलित राशि :- रु

कार्यपालक अभियंता नगर विकास प्रमंडल पूर्वी चंपारण,मोतिहारी

Stand Post 9,11& 13 ward

Material Statement

Sl No item Qty unit Cement Sand S.chips Bricks L - sand

1 Local sand filling 5.43 M³ 5.43

2 B/flat Soling 32.74 M² 1055.87 0.49

3 Pcc (1:2:4)in Foundation & Plinth 0.999 M³ 1.02 1.42 2.84

6 12 mm thick c.p in c.m (1:6) with neat cement puning 22.55 M² 0.1 0.35

mt M³ M³ Nos M³

Seigniorage Fee

S.N. Material Qty unit Rate unit Amount S.F 10%

Add GST 18% 0.9

Total Rs. 5050.4