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Tender Value
₹17.8 L
EMD Value
₹36,000
Closing Date
11 Apr 2026, 3:00 pmClosed
RAKESH KUMAR
EO
SHEKHOPURSARAI
RAKESH KUMAR
EO
CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM VIJAY PANDIT HOUSE TO MAULI RAM HOUSE IN WARD NO 10 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI. (GROUP- 04)
128317
NIT 10/2025 - 26/ GR- 04
Open Tender
CIVIL
Samastipur
• REGISTRATION
• PAN CARD
• GST
• ANY OTHER DOCUMENTS AS PER NIT
CIVIL
PERCENTAGE
L1
1
8 documents required · 8 mandatory
₹5,000
Processing Fee: 590
₹36,000
OFFICE AT NAGAR PANCHAYAT SHEIKHOPURSARAI
29 Mar 2026
29 Mar 2026
16 Apr 2026
30 Mar 2026
11 Apr 2026
30 Mar 2026
1 Apr 2026
NAME OF WORK : BOQ FOR CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM VIJAY PANDIT HOUSE TO MAULI RAM HOUSE IN WARD NO 10 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI.
SL Nos ITEM QTY. UNIT RATE AMOUNT
1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 0.00 M3 970.90 0.00
2 Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 0.00 M3 411.70 0.00
3 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. 99.00 M3 383.70 37,986.00
4 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 31.88 M3 287.30 9,159.00
5 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 318.80 M2 283.30 90,316.00
6 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 47.10 M3 5418.60 255,216.00
7 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 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 59.04 M3 4688.30 276,797.00
8 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00
TOTAL WEIGHT OF 8mm dia 2345.58 KG 94.50 221,657.00
TOTAL WEIGHT OF 10mm dia 3447.23 KG 92.60 319,213.00
9 Centring and shuttering including strutting ,propping etc. and removal of form for .Foundations, footings, bases of columns etc. for mass concrete. 544.50 M2 211.60 115,216.00
10 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations,footings, bases Columns 49.50 M2 211.10 10,449.00
11 CARRIAGE OF MATERIAL:-
(iii) COURSE SAND - 50KM 45.79 M3 1286.33 58,901.00
12 DIFFRENCE COST OF MATERIAL:-
(ii) CEMENT 42.60 MT 18.73 798.00
13 Providing and fixing of information board 1.00 Each 3200.00 3,200.00
Total Amount (Including 12% GST) :- 1,664,557.00
Providing amount for rate escalation in gst (12 to 18%).multiplying factor 0.05357 Total Rs : - 89,170.00
Total Amount (Including 18% GST) : - 1,753,727.00
SIAGNIORANGE FEE Rs : - 12,051.00
SIAGNIORANGE FEE
SL No MATERIAL QTY UNIT RATE AMOUNT
2 LOCAL SAND - 3KM 36.41 M3 14.18 516.00
3 COURSE SAND - 50KM 45.79 M3 17.58 805.00
TOTAL SIAGNIORANGE FEE Rs : - 12,051.00
NAME OF WORK : BOQ FOR CONSTRUCTION OF PCC ROAD AND RCC DRAIN FROM VIJAY PANDIT HOUSE TO MAULI RAM HOUSE IN WARD NO 10 UNDER NAGAR PANCHAYAT SHEKHOPUR SARAI.
SL Nos ITEM QTY. UNIT RATE AMOUNT
1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 0.00 M3 970.90 0.00
2 Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 0.00 M3 411.70 0.00
3 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. 99.00 M3 383.70 37,986.00
4 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 31.88 M3 287.30 9,159.00
5 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 318.80 M2 283.30 90,316.00
6 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 47.10 M3 5418.60 255,216.00
7 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 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 59.04 M3 4688.30 276,797.00
8 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00
TOTAL WEIGHT OF 8mm dia 2345.58 KG 94.50 221,657.00
TOTAL WEIGHT OF 10mm dia 3447.23 KG 92.60 319,213.00
9 Centring and shuttering including strutting ,propping etc. and removal of form for .Foundations, footings, bases of columns etc. for mass concrete. 544.50 M2 211.60 115,216.00
10 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations,footings, bases Columns 49.50 M2 211.10 10,449.00
11 CARRIAGE OF MATERIAL:-
(iii) COURSE SAND - 50KM 45.79 M3 1286.33 58,901.00
12 DIFFRENCE COST OF MATERIAL:-
(ii) CEMENT 42.60 MT 18.73 798.00
13 Providing and fixing of information board 1.00 Each 3200.00 3,200.00
Total Amount (Including 12% GST) :- 1,664,557.00
Providing amount for rate escalation in gst (12 to 18%).multiplying factor 0.05357 Total Rs : - 89,170.00
Total Amount (Including 18% GST) : - 1,753,727.00
SIAGNIORANGE FEE Rs : - 12,051.00
SIAGNIORANGE FEE
SL No MATERIAL QTY UNIT RATE AMOUNT
2 LOCAL SAND - 3KM 36.41 M3 14.18 516.00
3 COURSE SAND - 50KM 45.79 M3 17.58 805.00
TOTAL SIAGNIORANGE FEE Rs : - 12,051.00
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NIT 10 2025 26 Shekhopur.pdf
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Corrigendum.pdf
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