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Tender Value
₹11.8 L
EMD Value
₹24,000
Closing Date
5 Jul 2026, 3:01 pmClosed
Vinay Kumar
Executive Officer
Nagar Panchayat Jagdishpur
Vinay Kumar
Executive Officer
Construction of pawan mandal house to sudhir ram house via kameshwar yadav evam sunil sir to drain and pcc road in ward no-05
134514
NIT- 01/2026-27 GR-09 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
₹24,000
Processing Fee: 590
₹24,000
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 48.99 48.99
BRICK FLAT SOLING 366.08 11810 6.59
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 05 NEAR HOUSE OF NEAR HOUSE OF PAWAN MANDAL TO SUDHIR RAM VIA KAMESWAR YADAV AND SUNIL SIR 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.. 119.80 360.70 CUM 43210.45
TOTAL QUANTITY 4230.00
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 235.04 1355.40 SQM 3185.69
TOTAL QUANTITY 2529.00
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. 138.87 364.40 CUM 50604.23
TOTAL QUANTITY 4903.50
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 48.99 287.30 CUM 14074.53
TOTAL QUANTITY 1729.80
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, 366.08 283.30 SQM 103709.92
TOTAL QUANTITY 3939.00
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) 48.99 4420.10 CUM 216536.08
TOTAL QUANTITY 1729.80
7 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 33.14 5017.90 CUM 166311.20
TOTAL QUANTITY 1170.30
8 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 262.08 182.00 SQM 47698.88
TOTAL QUANTITY 2820.00
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. 19.97 5670.00 CUM 113207.31
TOTAL QUANTITY 705.00
10 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @80kg/cum) 1697.11 92.60 KG 157152.51
wt @ 90kg/cum 19.97
TOTAL QUANTITY 1697.11
11 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 123.62 211.60 SQM 26156.99
TOTAL QUANTITY 1330.10
7 CARRIAGE OF MATERIAL 941847.78
B BRICKS/PAVER BLOCK- 28183 955.29 /1000 26922.57
C COARSE SAND- 51.51 1143.25 CUM 58894.25
D LOCAL SAND - 55.58 336.17 CUM 18683.78
E STONE CHIPS- 57.92 493.08 CUM 28560.27
8 Add Extra Cost of material:-
A BRICKS/PAVER BLOCK- 28183 369.45 /1000 10412.07
9 Seigniorage fee(10%)
A Local sand 55.58 141.85 M³ 788.38
B Coarse sand 51.51 175.80 M³ 905.63
C Stone chips 57.92 556.33 M³ 3222.38
D BRICKS/PAVER BLOCK- 28183 5285.00 no.%0 14894.51
SIGN BOARD 3500
ADD 6% GST 1175803
BILL OF QUANTITY
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 05 NEAR HOUSE OF NEAR HOUSE OF PAWAN MANDAL TO SUDHIR RAM VIA KAMESWAR YADAV AND SUNIL SIR 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. 119.80 360.70 CUM 43210.45
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 235.04 1355.40 CUM 3185.69
3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 48.99 287.30 CUM 14074.53
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, 366.08 283.30 SQM 103709.92
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. 48.99 4420.10 CUM 216536.08
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 19.97 5670.00 CUM 113207.31
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. 123.62 211.60 SQM 26156.99
9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 33.14 5017.90 CUM 166311.20
10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 262.08 182.00 SQM 47698.88
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 138.87 364.40 CUM 50604.23
10.00 CARRIAGE OF MATERIAL
B COARSE SAND- 51.51 1143.25 CUM 58894.25
C LOCAL SAND - 55.58 316.15 CUM 17571.10
D STONE CHIPS- 57.92 493.08 CUM 28560.27
Add extra Cost of material:-
Seigniorage fee(10%)
A Local sand 55.58 14.19 M³ 788.66
B Coarse sand 51.51 17.58 M³ 905.63
C Stone chips 57.92 59.54 M³ 3222.38
12.00 ADD COST SIGNBOARD AND PHOTO 3500.00
11.00 CIVIL WORK COST 1109263.65
Add extra cost of GST 6% 66555.82
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