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Tender Value
₹24.4 L
EMD Value
₹50,000
Closing Date
5 Jul 2026, 3:01 pmClosed
Vinay Kumar
Executive Officer
Nagar Panchayat Jagdishpur
Vinay Kumar
Executive Officer
GIRIHINDA PAHAD KE UPAR CANTEEN NIRMAN KARYA
134684
NIT- 01/2026-27 GR-81 NAGAR PARISHAD SHEIKHPURA
Open Tender
CIVIL
Sheikhpura
• PAN DETAILS
• DEPARTMENT REGISTRATION DETAILS
• GST REGISTRACTION DETAILS
• AFFIDAVIT AS PER NIT
(ATTACHED OR NOT)
• and other as per nit clause nessery
CIVIL
PERCENTAGE
L1
1
8 documents required · 8 mandatory
₹5,000
Processing Fee: 590
₹50,000
OFFICE OF NAGAR PARISHAD SHEIKHPURA
24 Jun 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
5 Jul 2026
24 Jun 2026
25 Jun 2026
BILL OF QUNATITY FOR CONSTRUTION OF CANTEEN BUILDING AT GIRINDA PAHAR
THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .
S.NO. ITEM NO. DISCRIPTION QUANTITY RATE UNIT AMOUNT
NOS LENGTH WIDTH HEIGHT TOTAL
1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 0.00 178.3 /METER 0
2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream 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 in eluding all lifts , all complete as per approved design and direction of (E/l)
2.5+2.4 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing upin embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto 1.5 m.
3 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 upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. 30.89 360.70 CUM 11140.94
short wall 2.00 34.50 69.00
TOTAL QUANTITY 30.89
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 96.88 287.30 CUM 27834.40
TOTAL QUANTITY 3420.93
5 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 139.91 283.30 SQM 39637.25
TOTAL QUANTITY 1505.46
4 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:1.5:3(1 Cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) 14.69 4420.80 CUM 64926.27
TOTAL QUANTITY 518.58
5 5.2.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircasees and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement - all work upto plinth level. 36.29 5670.00 CUM 205737.84
TOTAL QUANTITY 1281.24
6 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @ 120kg/cum) 4354.24 92.60 KG 403202.63
36.29 cum 120 kg/cum
7 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 246.01 211.60 SQM 52055.32
TOTAL QUANTITY 2647.05
8 6.1.12A Brick work with bricks of class designation 100A in foundation and plinth in:Cement mortar 1:4(1 cement:4 coarse sand) 32.20 5017.90 CUM 161552.34
BRICK WORK IN SUPER STRUCTURE 1:6 47.43 5860.10 cum 277936.53
6.1.14A +6.3a DEDUCTION IN OPENIG 1.00 12.25 0.83 8.00 81.34
9 13.17.2 12mm cement plaster of mix:1:3(1 cement:3 coarse sand) With cico powder 237.50 141.50 SQM 33606.25
6mm cement plaster of mix:1:4(1 cement:3 coarse sand 38.00 124.60 sqm 4734.80
12mm cement plaster of mix:1:6(1 cement:4 coarse sand) i 504.02 141.50 71318.76
deduction 2.00 4.00 7.00 56.00
1 2.3.1 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing upin embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto 1.5 m. 0.00 224.00 0.00
10 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm to be specified by the manufacturer) of ist quality conforming to 15622 of approved make in colours such as white , Ivory , Grey , Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 112.26 1329.80 SQM 149283.64
11 11.36 Providing and fixing 1st quality ceramic glazed wall tiles IS : 15622 (Thickness to be specified by the manufacture) of make in all colours, shades except burgundy,bottle green,black any size as approved by Engineer-in-charge in skirting,risers of and dados over 12 mm thick bed of cement Motar 1:3(1 cement:3 coarse sand )and jointingwith grey cement slurry @ 3.3 kg/m2 including pointing in white cement mixed with pigment of matching shade complete. 97.77 795.00 SQM 77726.77
12 10.5 P/V and fixing 1mm thick M.Ssheet door with frame of 40x40x6 mm angle iron and 3mm MSgusset plates at thejunction and corners.all necessary fittings completejncluding applying a priming coat of steel primer. 2.60 3653 SQM 9505.95
PAINTING WITH READYMADE PANTE WITH NEW WOODEN SURFACE 22.79 83.5 SQM 1902.965
16 9.1.4 door frame
9.21.2 Alluminium frame door 3.25 1641.5 sqm 5339.45
9.20.2 decorative frame door 4.55 1798.5 sqm 8190.20
localhood shutter 24069.14
9.65.2 M.S DOOR LATCHES
9.48.1 M.S GRILL
10.3 COLLAPSIBLE GATE
13.78.1 APPLYING CEMENT PRIMER ON WALL AND CEILING AREA 612.85 38.6 SQM 23655.95
CEILING AREA 1171.00
13.79.1 FINISING WALL WITH WATER PROOFING CEMENT PAINT 612.85 81.2 SQM 49763.30
13.81.3 STEEl PERIMER and paint 118.2 SQM 3888.74
TOTAL 1875500.74
1 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 upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. 16.31 360.70 CUM 5883.98
TOTAL QUANTITY 576.00
2 11.72 Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 6.69 283.30 SQM 1895.69
TOTAL QUANTITY 72.00
3 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:2:4(1 Cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) 0.00 3998.10 CUM 0.00
TOTAL QUANTITY 0.00
4 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1.02 287.30 CUM 292.91
TOTAL QUANTITY 1.02
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:1.5:3(1 Cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) 1.02 4420.80 CUM 4507.19
TOTAL QUANTITY 1.02
4 Brick work with bricks of class designation 100A in foundation and plinth in:Cement mortar 1:4(1 cement:4 coarse sand) 6.74 5017.90 CUM 33842.05
TOTAL QUANTITY 238.14
5 UPVC DRAINAGE PIPE 110MM 15.00 130.00 PER METER 1950.00
6 12mm cement plaster of mix:1:4(1 cement:4 coarse sand) With neat cement punning 43.30 192.20 SQM 8322.06
TOTAL QUANTITY 462.00
7 4.1.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconiec, shelves, chajjas, lintels, bands, plain window sills, staircasees and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement - all work upto plinth level. 0.88 3998.10 CUM 3505.56
TOTAL QUANTITY 30.96
8 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @ 90kg/cum) 61.38 92.60 KG 5683.45
1 1224 20 mm dia ISI Marked PVC. Conduit 60 METER 16.70 1002.00
2 1.10.3 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FRLS PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box and earthing the points with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc as required. 30 Each 465.00 13950.00
1.14 Wiring for circuit/ submain wiring along with earth wire with the following sizes PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.
3 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 190 130.00 24700.00
4 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 140 161.00 22540.00
5 1.24.1 5/6 amps switch Each 30 81.00 2430.00
6 1.24.2 5/6 amps socket Each 6 185.00 1110.00
7 1.34 Supplying and fixing batten/angle holder including connection etc. as required. Supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size ) on surface or in recess with suitable size of phenollc. Each 15 46.00 690.00
8 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. Each 10 359.00 3590.00
9 1.29 Supplying and fixing suitable size G.I/PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 3 pin, 5/6 amps socket outlet and 5/6 amps piano type switch. connection, painting etc, as required. (for light plugs to be used in non used in non residential buildings). Each 4 187.00 748.00
10 1.31 Supplying and fixing suitable size G.I./PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 6 pin, 15/16 amps socket outlet and 15/16 amps piano type switch connection, painting etc, as required. Each 2 362.00 724.00
11 2.12.1 Supplying and fixing 6 amps to 32 amps rating, 240 volts, ‘B’ series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
12 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 8 1943.00 15544.00
13 MCB. Single pole : Each 2 192.00 384.00
14 6.1.5 Supplying and fixing of following type of lamp 8/11 watt cfl lamp Each 15 148.00 2220.00
15 2.7.2 2+12 way, Double door on load panal Each 1 3716.00 3716.00
16 17.1.2 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and floors wherever required : 2.00 each 4116.30 8232.60
17 17.7.6 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32mm C.P. brass waste of standard pattern, including painting of fitting s and brackets,cutting and making good the walls wherever require. 2.00 each 1968.60 3937.20
18 17.4.1 Providing and fixing one urinal basin with 5 L whithe PVC automatic cistern. 2.00 each 3723.20 7446.40
19 17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.. 2.00 each 101.70 203.00
20 18.8.1 15 mm nominal outer dia Pipes 25.00 M 151.40 3785.00
21 18.8.3 25 mm nominal outer dia Pipes 14.00 M 205.30 2874.00
22 18.49 Providing and fixing brass bib cock of approved quality : 4.00 nos. 434.20 1736.80
23 18.15.1 15 mm nominal bore 2.00 nos. 303.80 607.60
24 18.15.2 20 mm nominal bore 2.00 nos. 328.00 656.00
EXTRA COST FOR SUPPLY PIPE CONECTION WITH CANTEEN TANK 1 11303 NOS 11303.00
10 Providing and placing polyththyline waer storage tank 1000ltr 4000 9.7 per ltr 38800.00
11 Extra over item No. 23.3 for providing additional bulb in underreamed piles, under specified dia meter (Only the quantity of extra bulbs are300mm dia piles 4 1621.6 p/m 6486.40
12 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all completeThermo-Mechanically Treated bars TMTC-500-10mm dia 30 92.6 kg 2778.00
13 PROVIDING AND FIXING PTMT EXTENSIS NIPPLE 8 60.2 NO 481.60
14 P/F BALL VALVE BRASS 1 620.00 NO 620.00
15 P/F CPVC PIPE
16 Providing fixing PTMT PUSH COCK of approved quality 5 112.40 NO 562.00
TOTAL 192229.10
K SAND -41KM(P) FROM KIUL 54.23 1143.38 CUM 62005.50
STONE CHIPS -2KM(P)+1KM(K) 58.69 493.08 CUM 28938.87
18 EXTRA COST OF MATERIAL
Seigniorage fee(10%)
B Coarse sand 54.23 175.80 M³ 9533.63
C Stone chips 58.69 556.33 M³ 32651.01
SIGN BOARD 3500
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