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Tender Value
₹18.9 L
EMD Value
₹38,000
Closing Date
12 Jun 2026, 3:00 pm4d left
MANOJ KUMAR EXECUTIVE OFFICER, NAGAR PARISHAD JHANJHARPUR
EO
BEHIND OF ANCHAL KARAYALAY JHANJHARPUR WARD 13, PO+PS- JHANJHARPUR, DIST- MDHUBANI (BIHAR) 847404
MANOJ KUMAR EXECUTIVE OFFICER, NAGAR PARISHAD JHANJHARPUR
EO
Construction of women and men toilets for the general public in ward number 13 under Nagar Parishad Jhanjharpur area
133219
NIT05/2026-27/NPJJP/GR07
Open Tender
CIVIL
Madhubani
• PAPER OF REGESTRATION
• PAN NUMBER
• GST NUMBER
CIVIL
PERCENTAGE
L1
1
8 documents required · 8 mandatory
₹5,000
Processing Fee: 590
₹38,000
OFFICE IN NAGAR PARISHAD JHANJHARPUR
6 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
12 Jun 2026
6 Jun 2026
7 Jun 2026
BILL OF QUANTITY FOR नगर परिषद् झंझारपुर क्षेत्रान्तर्गत वार्ड संख्या 13 में जन साधारण के लिए महिला एवं पुरुष शौचालय का निर्माण कार्य का निर्माण
DATE OF TENDER DOWNLOADING BY CONTRACTOR: ------------------- To ----------------- up to 15.00 Hrs. Through www.eproc2.bihar.gov.in
LAST DATE OF UPLOADING BY CONTRACTOR: UP TO 15.00 Hrs Through www.eproc2.bihar.gov.in
ESTIMATE COST: ₹ 1,890,243.40
EARNEST MONEY: ₹ 37,850.00
BOQ COST : ₹ 750.00
TIME OF COMPLITION (IN MONTHS) : 03 MONTHS
QTY UNIT Rate @ EOM Amount
I.N. 1 20.3A.1 Providing 25 CM ( 10") dia pile bore up to 4 mtr.depth below ground with h/auger do-do complete job
8.00 nos 3.00 mtrs 24.00 Mtrs 178.3 Mtrs 4279.20
I.N.2 20.3A.2 63 CM (25")under ream making do-do complete job
I.N. 3 5.1.2 Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone agrgregate 20mm nominal size) excluding centering to do complete job
8 Nos 3.14/4X0.25CMX0.25CMX3 mtrs+(0.05X16) 1.98
16X0.25CMX0.25CMX3 mtrs 3.00
Total 4.98 4.98 Cub M 4688.3 Cub M 23347.73
I.N.4 2.8.1 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 up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed .within a lead of 50 m.
STAB 8'0"X3'8" 29.33 Sq ft
S.TANK 10'0"X10'0" 100.00 Sq ft
S.PIT 5'8"X5'0" 28.33 Sq ft
QUANTITY OF EXCAVATION
STAB 29.33 X0'9" 22 cft
I.N.5 2.28 Supplying and filling in plinth with local sand under floor do do complete job
STAB 29.33 X0'3" 7.33 cft
S.TANK 100.00 X0'3" 25.00 cft
S.PIT 28.33 X0'3" 7.08 cft
ROOM 6X4'3"X5'0"X1'0" 127.50 cft
OUTER 10'0"X10'0"X0'3" 25.00 cft
Total 215.88 cft 6.11 Cub M 287.3 Cub M 1756.22
I.N.-6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand do do complete job
STEB 29.33 Sq ft
S.TANK 100.00 Sq ft
S.PIT 28.33 Sq ft
ROOM 85.00 Sq ft
OUTER 100.00 Sq ft
Total 438.50 Sq ft 40.74 Sq M 283.3 Sq M 11542.05
I.N. 7 16.42 Cement concrete 1:2:4 (1 cement:2 corse sand:4 graded stone chips 40mm nominal ) in pavment ,laid to required slope and camber in panels as required including consolidating finishing and tamping complete
U.AREA 10'0"X7'8"X0'2" 12.78 cft
STEP 29.33 X0'3" 7.33 cft
S.TANK 100.00 X0'4" 33.33 cft
S.PIT 28.33 X0'3" 7.08 cft
Total 81.78 cft 2.32 Cub M 4649 Cub M 10765.54
I.N.8 5.1.2 Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone agrgregate 20mm nominal size) excluding centering to do complete job
ALL AROUND PLINTH LEVEL GRADE BEAM = 60+30+15+8'2" = 113'2"
Ded Pille 10X0'10"X0'10"X0'8" 4.62962963 cft
I.N.9 6.1.12/1 Brick work with with class 100A in foundation and plinth in cement mortar 1:4 (cement 1: k sand 4) in super structure do- do complete job
Step 8'0"X2'10"X0'6" 11.33 cft
PLINTH 113'2"X0'10"X1'0" 94.31 cft
Ded Clm 11X0'10"X0'10"X1'0" 7.64 cft
Total 293.90 cft 8.32 Cub M 5017.9 Cub M 41760.58
I.N. 10 6.18.4A+6.19A Providing 125 mm thick class 100A Brick work in cement mortar (1:4) do-do complete job in S.Pit
S.Pit 19'8"X6'6" 129.13 Sq ft
P.Wall 3'6"X8'2" 28.58 Sq ft
Total 157.71 Sq ft 14.65 Sq M 689 Sq M 10095.90
I.N.11 5.1.2 Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone agrgregate 20mm nominal size) excluding centering to do complete job
Total 75.00 cft 2.12 Cub M 4688.3 Cub M 9956.75
I.N. 12 4.11 Providind 50mm thick DPC (1:2:4) with water proffing material do-do complete job
I.N.13 5.2.2 Providing RCC (1:1.5:3) in lintel excluding centering and shuttering do-do complete Job
Total 38.13 cft 1.08 Cub M 5670 Cub M 6121.16
I.N.-14 6.1.12/1+6.3A Brick work with with class 100A in foundation and plinth in cement mortar 1:4 (cement 1: k sand 4) in super structure do- do complete job
Total 516.65 cft
Ded Door 6X2'6"X0'10"X6'6" 81.25 cft
Ded Colm 10X0'10'X0'10"X9'0" 62.50 cft
Ded Lintel Qty vide Item No. 13 38.13 cft
Total 209.38 cft F.Qty 307.27 cft 8.70 Cub M 5499.9 Cub M 47854.50
I.N. 15 6.18.4A+6.19A Providing 125 mm thick class 100A Brick work in cement mortar (1:4) do-do complete job in S.Pit
Partition 5X5'0"X9'0" 225.00 Sq ft 20.90 Sq M 689 Sq M 14403.51
I.N.16 5.1.2 Providing and laying in position 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone agrgregate 20mm nominal size) in roof ,stab, s.tank and s.pit excluding centering to do-do complete job
S.Tank 10'0"X10'0"X0'7" 58.33 cft
S.Pit 5'8"X5'0"X0'6" 14.17 cft
Total 294.58 cft 8.34 Cub M 4688.3 Cub M 39107.67
I.N.-17 5.22.7 B Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete
Pile Vide Item No 3 4.98
Grade Beam Vide item No 8 3.54
Column Vide Item No 11 2.12
Lintel Vide item No 13 1.08
Roof stab Vide item No 16 8.34
Total 20.06 Cub M x90 kg/Cub M 1805.56 Kg 92.6 Kg 167195.11
I.N. 18 9.120.1 Providind and fixing PVC Door consisting of frame made out of m.s. tube of 19 gauge thickness and 19mmx19mm for styles and 15x15 mm for top and bottom rail do do complete Job
Door 6X 2'6"X6'6" 97.50 Sq ft
Total 97.50 Sq ft 9.06 Sq M 2293.4 Sq M 20775.48
I.N.-19 13.11.2 12 mm cement plaster 1:4 ( 1 cement: 4 coarse sand) finished do-do compleyte Job
Inner Wall 6X2(4'3"+5'0")X6'0" 666.00 Sq ft
Total 867.99 Sq ft
Door 6X 2'6"X6'6" 97.50 Sq ft
Gate 1X3'0"X6'6" 19.50 Sq ft
Total 117.00 sq ft
Outer 1X40'0"X9'0" 360.00 Sq ft
Total 953.71 Sq ft
Door 6X 2'6"X6'6" 97.50 Sq ft
Gate 1X3'0"X6'6" 19.50 Sq ft
Total 117.00 sq ft
I.N. 20 13.17.2 12 mm cement plaster 1:4 ( 1 cement: 4 coarse sand) finished with a floating coat of neat cement
Plinth 70'0"X1'6" 105.00 Sq ft
Steb 1X8'0"X5'8" 45.28 Sq ft
Part Wall 8'4"X10'0" 83.30 Sq ft
Total 291.89 Sq ft 27.12 Sq M 192.2 Sq M 5212.42
I.N. 21 13.24.2 Providing 6 MM thick CP (1:4) Ceiling do-do complete Job
Room 6X4'3"X5'0" 127.50 Sq ft
Roof 15'0"X22'0" 330.00 Sq ft
Total 457.50 Sq ft 42.51 Sq M 125.6 Sq M 5338.85
I.N.22 11.36 Providing and fixing 1st quality ceramic glazed wall tiles of requird colour do-do complete Job
Outer 18'0"X3'0" 54.00 Sq ft
Urinal Area 4X9'2"X3'0" 109.99 Sq ft
Total 563.98 Sq ft 52.40 Sq M 795 Sq M 41657.84
I.N.23 11.40 Providing and fixing 1st quality ceramic glazed floor tiles of 300mmx300mm ,20 mm cement pigment requird colour do-do complete Job
Outer 18'0"X13'4" 239.94 Sq ft
Total 367.44 Sq ft 34.14 Sq M 1414 Sq M 48272.80
I.N.24 8.12.A Providing and laying flame finishgranite stone floting in required design and pattern as linear as well as curvillinear portions of the building all complete as per the architectural drawing with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 laid and joints with cement surry and pointing with arodite cement slurry admixed with pigment of matching shadeincluding rubbing curing and polishing etc all complete as specified directed by e-in charge (polished granite stone slab jede black,cherry red, elite brown,cat eye or equivelent) do-do complete job
VIDE ITEM NO 22+23 86.54 Sq M 2147.4 Sq M 185833.80
I.N.25 13.78.1+13.79.1 Providing one coat cement primer and two coat of finished snowcem color do-do complete job
Vide Item No 20 1587.70 Sq ft
Vide Item No 22 457.50 Sq ft
I.N. 26 13.94.1 Providing one coat primer two coat synthetic enamel do-do complete job
Door 2.25X4X2'6"X6'6" 146.25 Sq ft
Gate 2.25X2X3'0"X6'6" 87.75 Sq ft
Total 234.00 Sq ft 21.74 Sq M 119.8 Sq M 2604.59
I.N. 27 5.9.1 Providing centering and shuttering on plinth level do-do complete Job
I.N 28 5.9.5 Providing centering and shuttering on lintel level do-do complete Job
Door bottom 4X2'6"X0'10" 8.33 Sq ft
Total 107.33 Sq ft 9.97 Sq M 404.7 Sq M 4035.72
I.N. 29 5.9.6 Providing centering and shuttering on column level do-do complete Job
Total 141.67 Sq ft 13.16 Sq M 494.4 Sq M 6507.48
I.N. 30 5.9.9 Providing centering and shuttering on roof level do-do complete Job
Total 299.79 Sq ft 27.85 Sq M 1128.6 Sq M 31435.33
I.NO 31 17.1.1 Providind and fixing water closet squatting pan ( Indian type W.C.pan) with 100 mm sand cast iron P or S trap . 10 litre low fixture complete including cutting and making good the walls andlevel white PVC flushing system including flush pipe with manually controll device ( handle lever ) confirming to IS: 7231, with all fitting and floors wherever required.do-do complete.
T.ROOM 6 Nos 6.00 Nos 4470.9 Each 26825.40
I.N.32 17.5.4 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white pvc automatic flushing system with fittings,standard size C.P. brass lush
U.AREA 4 Nos 4.00 Nos 14562.4 Each 58249.60
I.N. 33 18.8 Providing and fixing CPVC pipes having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of e-in-charge.
18.8.1 15 mm dia nominal pipe 63 Mtrs 63.00 Mtrs 278.2 Mtrs 17526.60
18.8.2 20 mm dia nominal pipe 80 Mtrs 80.00 Mtrs 350.8 Mtrs 28064.00
I.N.34 7188 UPVC PIPE(working pressure 4 kg/cm2) single socked pipe 75mm dia
80 Mtrs 50.00 Mtrs 70 Mtrs 3500.00
I.N.35 7189 UPVC PIPE(working pressure 4 kg/cm2) single socked pipe 100 mm dia
60 Mtrs 40.00 Mtrs 130 Mtrs 5200.00
I.N.36 17.71 Providing and fixing PTMT liquid soap container 109mm wide 125mm high and 112 mm distance from wall of standard shape with bracket of same materials with snap fittings of approved quality and colour, wiighing not less than 106 gram.
4 Nos 4.00 Nos 146.3 Each 585.20
I.N.37 18.54.2 Providing and fixing PTMT bib cock of approved quality and colour 15 mm nominal bore 122 mm long weighing not less than 99 grams.
6 Nos 6.00 Nos 395.1 Each 2370.60
I.N.38 19.32.1 Making soak pit 2.5 M diameter 3.0 M deep with 45x45 cm dry brick honey comb shaft with brick and SWR M drainpipe 100 mm diameter 1.8 M long complete as per standard design
I.N.39 10.7.1 Providing and fixing 1 m thick M.S. gusset plates at the junctions and corner, allneccessary fitting complete , includingapplying a priming coat approved steel primer.
I.N.40 9.48.1 Providing andfixing the M.S.grill or required pattern in frame of window etc. all complete . Fixed the steel window by welding for door and window.
GRILL 2X3'0"X6'6" 39.00 Sq ft 3.62 Sq M
I.N.41 13.79.1 +13.81.4 Applying priming coat and painting with ready mixed paint of approved brand and manufacture in all shade given an even shade withready mixed zink cromate yellow primer of apvd brand on new steel work (two or more coat)
I.N.42 18.48 Providing and placing on terrace polyethelene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet and overflow pipes but without fitting and the base support of tank.
2000.00 Litre 2000.00 Litre 9.7 Litre 19400.00
I.N 43 ANEXTURE (A) 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. (All types of soil) do-do complete water solution with motor as per required water supply 1 SET 256557.65
I.N.44 NON SOR Electrification of Sauchalay with electric connection from electricity board with all board/switches/wire and light do do complete job
I.N.-44 Signboard with photography
Total 1480401.80
Add GST 18% in place of 12% vide Letter No UD+HD Dept 3689 Dated 22.12.2022
I.N.-46 Material carriage from source to site
ITEM QTY UNIT Rate Amount
(A) Cement 21.91 MT 0 0.00
Steel 1.81 MT 0 0.00
I.N.-48 EXTRA COST OF MATERIAL
ITEM QTY UNIT Rate Amount
I.N.-47 Seignoraige Fee
ITEM QTY UNIT Rate Amount
S.Chips 27.63 Cub M 59.36 1640.40
L.Sand 6.72 Cub M 14.85 99.85
Floor Tiles M2 0.01 0.02
Wall Tiles M2 0.00 0.01
ITEM QTY CEMENT K.SAND S.CHIPS L.SAND BRICKS STEEL
L.SAND 6.11 6.11
Wall Tiles 52.40 0.24 0.71
Floor Tiles 34.14 0.19 0.75
FINAL QTY 525.76
MT M3 M3 M3 THOUSAND MT
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