Loading
Loading…
Loading…
Tender Value
₹8.4 L
EMD Value
₹17,000
Closing Date
5 Jul 2026, 3:01 pmClosed
Vinay Kumar
Executive Officer
Nagar Panchayat Jagdishpur
Vinay Kumar
Executive Officer
Construction of drain and path from naresh vishwakarma house to maksud alam vaia sadan tanti evam anandi jee tak in ward no-04
134503
NIT- 01/2026-27 GR-05 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
₹17,000
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 22.61 22.61
BRICK FLAT SOLING 168.68 5442 3.04
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 04 NEAR HOUSE OF NARESH VISWAKARMA VIA HOUSE OF SADAN TANTI ,ANANDI JEE TO MAKSUD ALAM 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.. 40.78 360.70 CUM 14709.94
TOTAL QUANTITY 1440.00
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 118.96 1355.40 SQM 1612.37
TOTAL QUANTITY 1280.00
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. 18.13 364.40 CUM 6604.81
TOTAL QUANTITY 640.00
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 22.61 287.30 CUM 6496.19
TOTAL QUANTITY 798.40
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, 168.68 283.30 SQM 47787.13
TOTAL QUANTITY 1815.00
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) 66.79 4420.10 CUM 295224.12
TOTAL QUANTITY 2358.40
7 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 11.28 5017.90 CUM 56616.58
TOTAL QUANTITY 398.40
8 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 64.39 182.00 SQM 11718.36
TOTAL QUANTITY 692.80
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. 18.05 5214.10 CUM 94137.32
TOTAL QUANTITY 637.50
10 5.22.7B Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.(wt @80kg/cum) 1263.81 92.60 KG 117028.46
wt @ 80kg/cum 18.05
TOTAL QUANTITY 1263.81
11 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 78.33 211.60 SQM 16574.02
TOTAL QUANTITY 842.80
7 CARRIAGE OF MATERIAL 668509.31
B BRICKS/PAVER BLOCK- 11015 955.29 /1000 10522.89
C COARSE SAND- 42.37 1143.25 CUM 48438.79
D LOCAL SAND - 25.65 336.17 CUM 8621.89
E STONE CHIPS- 71.27 493.08 CUM 35141.98
8 Add Extra Cost of material:-
A BRICKS/PAVER BLOCK- 11015 369.45 /1000 4069.64
9 Seigniorage fee(10%)
A Local sand 25.65 141.85 M³ 363.81
B Coarse sand 42.37 175.80 M³ 744.85
C Stone chips 71.27 556.33 M³ 3964.98
D BRICKS/PAVER BLOCK- 11015 5285.00 no.%0 5821.63
SIGN BOARD 3500
ADD 6% GST 837782
BILL OF QUANTITY
CONSTRUCTION OF DRAIN AND PCC ROAD AT WARD 04 NEAR HOUSE OF NARESH VISWAKARMA VIA HOUSE OF SADAN TANTI ,ANANDI JEE TO MAKSUD ALAM 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. 40.78 360.70 CUM 14709.94
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 118.96 1355.40 CUM 1612.37
3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 22.61 287.30 CUM 6496.19
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, 168.68 283.30 SQM 47787.13
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. 66.79 4420.10 CUM 295224.12
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 18.05 5214.10 CUM 94137.32
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. 78.33 211.60 SQM 16574.02
9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 11.28 5017.90 CUM 56616.58
10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 64.39 182.00 SQM 11718.36
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 18.13 364.40 CUM 6604.81
10.00 CARRIAGE OF MATERIAL
B COARSE SAND- 42.37 1143.25 CUM 48438.79
C LOCAL SAND - 25.65 316.15 CUM 8108.43
D STONE CHIPS- 71.27 493.08 CUM 35141.98
Add extra Cost of material:-
Seigniorage fee(10%)
A Local sand 25.65 14.19 M³ 363.94
B Coarse sand 42.37 17.58 M³ 744.85
C Stone chips 71.27 59.54 M³ 3964.98
12.00 ADD COST SIGNBOARD AND PHOTO 3500.00
11.00 CIVIL WORK COST 790292.28
Add extra cost of GST 6% 47417.54
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
all document.pdf
NIT • 3.34 MB
New Doc 06-23-2026 13.43.pdf
NIT • 3.53 MB
all document.pdf
NIT • 3.34 MB
New Doc 06-23-2026 13.43.pdf
NIT • 3.53 MB
GR 05.xlsx
NIT • 0.05 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .