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Tender Value
₹7.6 L
EMD Value
₹16,000
Closing Date
5 Jul 2026, 3:01 pmClosed
Vinay Kumar
Executive Officer
Nagar Panchayat Jagdishpur
Vinay Kumar
Executive Officer
Construction of drain and pcc road from niwas yadav house to manlagu yadav house in ward no-04
134504
NIT- 01/2026-27 GR-06 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
₹1,250
Processing Fee: 590
₹16,000
OFFICE OF NAGAR PARISHAD SHEIKHPURA
23 Jun 2026
23 Jun 2026
6 Jul 2026
24 Jun 2026
5 Jul 2026
24 Jun 2026
25 Jun 2026
THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .
LENGTH WIDTH HEIGHT QUANTITY RATE UNIT AMOUNT
1 15.58A Demolising RCC work 43.18 1397.80 CUM 60353.61
1 15.58A Demolising of PCC WORK
TOTAL QUANTITY 1524.60
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.. 381.05 360.70 CUM 137446.01
TOTAL QUANTITY 13455.00
1 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m 37.17 1355.40 SQM 503.87
TOTAL QUANTITY 400.00
2 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. 11.33 364.40 CUM 4128.01
TOTAL QUANTITY 400.00
3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 5.66 287.30 CUM 1627.30
TOTAL QUANTITY 200.00
4 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, 37.17 283.30 SQM 10531.60
TOTAL QUANTITY 400.00
5 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 Cement1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 5.66 4420.10 CUM 25035.97
TOTAL QUANTITY 200.00
9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 75.81 5017.90 CUM 0.00
TOTAL QUANTITY 2676.75
10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 432.60 182.00 SQM 0.00
TOTAL QUANTITY 4654.75
11 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. 63.51 5214.10 CUM 0.00
TOTAL QUANTITY 2242.50
12 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @70kg/cum) 4445.62 92.60 KG 0.00
wt @ 80kg/cum 63.51
TOTAL QUANTITY 4445.62
6 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 4.65 211.60 SQM 983.27
TOTAL QUANTITY 50.00
7 CARRIAGE OF MATERIAL
B BRICKS/PAVER BLOCK- 0 1371.80 /1000 0.00
C COARSE SAND- 0.00 951.45 CUM 0.00
D LOCAL SAND - 0.00 316.15 CUM 0.00
E STONE CHIPS- 0.00 493.08 CUM 0.00
8 Add Extra Cost of material:-
A BRICKS/PAVER BLOCK- 0 365.45 /1000 0.00
B CEMENT- 0.00 18.55 MT 0.00
9 Seigniorage fee(10%)
A Local sand 0.00 141.85 M³ 0.00
B Coarse sand 0.00 175.80 M³ 0.00
C Stone chips 0.00 556.33 M³ 0.00
D BRICKS/PAVER BLOCK- 0 5285.00 no.%0 0.00
ADD 6% GST 255046
MATERIAL STATEMENT
ITEM QUANTITY CEMENT ( MT) K SAND (M3) S CHIPS (M3) BRICK ( NO.) L SAND (M3) REINFORCMENT (KG)
LOCAL SAND FILLING 51.78 51.78
BRICK FLAT SOLING 354.09 11423 6.37
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 04 NEAR HOUSE OF NIVASH YADAV TO HOUSE OF ,MANLAGGU YADAV UNDER NAGAR PARISHAD SHEIKHPURA
THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .
LENGTH WIDTH HEIGHT QUANTITY RATE UNIT AMOUNT
1 15.58A Demolising RCC work 43.18 1397.80 CUM 60353.61
1 15.58A Demolising of PCC WORK
TOTAL QUANTITY 1524.60
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.. 38.23 360.70 CUM 13790.57
TOTAL QUANTITY 1350.00
2 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m 312.27 1355.40 SQM 4232.48
TOTAL QUANTITY 3360.00
3 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. 190.31 364.40 CUM 69350.55
TOTAL QUANTITY 6720.00
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 51.78 287.30 CUM 14877.60
TOTAL QUANTITY 1828.50
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, 354.09 283.30 SQM 100313.48
TOTAL QUANTITY 3810.00
6 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 Cement1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 51.78 4420.10 CUM 228891.33
TOTAL QUANTITY 1828.50
7 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 10.58 5017.90 CUM 53078.04
TOTAL QUANTITY 373.50
8 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 112.28 182.00 SQM 20434.41
TOTAL QUANTITY 1208.10
9 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. 6.37 5670.00 CUM 36129.99
TOTAL QUANTITY 225.00
10 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @80kg/cum) 446.05 92.60 KG 41304.16
wt @ 80kg/cum 6.37
TOTAL QUANTITY 446.05
11 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 78.49 211.60 SQM 16607.45
TOTAL QUANTITY 844.50
7 CARRIAGE OF MATERIAL 599010.06
B BRICKS/PAVER BLOCK- 16648 955.29 /1000 15903.98
C COARSE SAND- 32.71 1143.25 CUM 37397.68
D LOCAL SAND - 58.16 336.17 CUM 19550.91
E STONE CHIPS- 48.85 493.08 CUM 24087.61
8 Add Extra Cost of material:-
A BRICKS/PAVER BLOCK- 16648 369.45 /1000 6150.72
9 Seigniorage fee(10%)
A Local sand 58.16 141.85 M³ 824.97
B Coarse sand 32.71 175.80 M³ 575.07
C Stone chips 48.85 556.33 M³ 2717.75
D BRICKS/PAVER BLOCK- 16648 5285.00 no.%0 8798.64
SIGN BOARD 3500
ADD 6% GST 762127
BILL OF QUANTITY
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 04 NEAR HOUSE OF NIVASH YADAV TO HOUSE OF ,MANLAGGU YADAV UNDER NAGAR PARISHAD SHEIKHPURA
THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .
S.NO. ITEM NO. ITEM OF WORK QUANTITY RATE UNIT AMOUNT
1.00 2.8 BCD 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. 38.23 360.70 CUM 13790.57
2.00 15.2.1 BCD Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m 312.27 1355.40 CUM 4232.48
3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 51.78 287.30 CUM 14877.60
4.00 11.72 BCD 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, 354.09 283.30 SQM 100313.48
5.00 4.1.1 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 51.78 4420.10 CUM 228891.33
1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
6.00 5.1.2 BCD (RCC)Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 6.37 5670.00 CUM 36129.99
1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
7.00 5.22.7A 5.22.B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
8.00 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 78.49 211.60 SQM 16607.45
9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 10.58 5017.90 CUM 53078.04
10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 112.28 182.00 SQM 20434.41
11.00 2.26 BCD BANKING EXCAVTED EARTH 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 190.31 364.40 CUM 69350.55
10.00 CARRIAGE OF MATERIAL
B COARSE SAND- 32.71 1143.25 CUM 37397.68
C LOCAL SAND - 58.16 316.15 CUM 18386.59
D STONE CHIPS- 48.85 493.08 CUM 24087.61
Add extra Cost of material:-
Seigniorage fee(10%)
A Local sand 58.16 14.19 M³ 825.26
B Coarse sand 32.71 17.58 M³ 575.07
C Stone chips 48.85 59.54 M³ 2717.75
12.00 ADD COST SIGNBOARD AND PHOTO 3500.00
11.00 CIVIL WORK COST 718490.79
Add extra cost of GST 6% 43109.45
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