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Tender ID
Tender Value
₹7.1 L
EMD Value
₹14,300
Closing Date
4 May 2026, 3:00 pmClosed
ABHINAV KUMAR, (EXECUTIVE OFFICER),
EO
RANAPRATAP NAGAR NEAT PAKKI TALAB ISLAMPUR
ABHINAV KUMAR, (EXECUTIVE OFFICER),
EO
Drain and path work from Laxmi Singh's house to Sanjay ji's house in ward no. 10 under Nagar Parishad, Khagaul area.
129897
NIT-01/2026-27/GR-09/NAGAR PARISHAD KHAGAUL/UDHD
Open Tender
CIVIL
Patna
• Registration Number
• GST Number
• PAN Number
• Character Certificate
CIVIL
PERCENTAGE
L1
1
7 documents required · 7 mandatory
₹1,250
Processing Fee: 590
₹14,300
Office of the executive officer Nagar parishad, Khagaul
28 Apr 2026
28 Apr 2026
5 May 2026
28 Apr 2026
4 May 2026
28 Apr 2026
30 Apr 2026
Bill of Quantity for
Name of work:- कार्य का नाम: - नगर परिषद् खगौल अंतर्गत वार्ड संख्या-10 लक्ष्मी सिंह के घर से संजय जी के घर तक नाली एवं पथ का निर्माण कार्य.
Date of Tender:- 13-04-2026
Group:- G.No-09
B.O.Q. Amount 727276.00
Earnest Money 14546.00
Time of completion 04 Month
Cost of Boq 1250.00
Bid Processing Fee:- (Through online payment) As per Gen
SI.NO. SOR Item of work Qty unit Rate Amount
1 BCD 20.3A.1 Making 25 cm (10") dia bore up to 4 meter depth below ground with hand auger of approved quality in ordinary soil (vide classifacation of soil item A) true to plumb and without eccentry city in any stage of operation and disposal of the excaveted earth up to 50 mtr lead in eluding all lifts all complete as er approved design and direction of E/1 Details of cost for 4 piles of 4m= 16 mtrs depth
2 BCD 20.3A.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 item A) true to plump and without wccentry city in my stage of opration and disposal of the excaveted earth upto 50 mtrs lead in eluding all lifts, all complete as per approved design and direction of (E/1)
3 BCD 2.8.1 Earth work in excavation in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5m, including getting out the excaveted soil and disposal of surplus excavated soil as directed , within a lead of 50m,
4 BCD 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.
5 BCD 11.72 Providing designation 100 A one brick flat solling joints filled with local sand including cost of watering taxes, royality all complete as per building specification and direction of E/1
6 BCD 5.1.2 P/V and laying in position specified grade of reinforced cement concrete (1:1.5:3) etc d…do all complete job.
7 BCD 5.22.7B Reinforcement of R.C.C Work in including straightening cutting bending placing in position etc…. Do all complete job.
8 5.9.5 Centring and shuttring including shuttring, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.
9 BCD 6.1C Brick work with fly ash Brick as per IS 12894 (2002) & IS 3495 in foundation and plinth in:
6.1.12C Cement mortar 1:4 ( 1 cement :4 coarse sand) 9.61 m3 5,116.30 49,187.00
10 BCD 13.11.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished witha floating coat of neat cement Details of cost for 10 sqm
11 BCD 2.3.1 Banking excaveted earth in layers not exceeding 20cm 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 up; in embankments for roads, flood banks, marginal banks, and guide banks etc. lead upto 50m and lift upto 1.5m.
12 BCD 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.
13 BCD 16.78.2 Construction of granular by providing close graded Material confirming to specification,mixing in a mechanical mix plant at OMC, Carriaged of mixed material by tippers to work site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achhieve the desired density, complete as per specification and direction of Engineer-in-charge. with material confirming to Grade-II ( Size range 53 mm to 0.075 mm ) having CBR Value-25
14 BCD 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttring -all work 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)
15 5.9.1 Centring and shuttring including shuttring, proping etc. and removal of form Foundation, footing, bases of colums etc for mass concrete.
16 BCD 6.1C Brick work with fly ash Brick as per IS 12894 (2002) & IS 3495 in foundation and plinth in:
6.1.12C Cement mortar 1:4 ( 1 cement :4 coarse sand) 8.26 m3 5116.3 42245.00
17 BCD 13.11.4 12 mm cement plaster 1:6( 1 cement: 6coarse sand) finished witha floating coat of neat cement Details of cost for 10 sqm
18 BCD 5.1.2 P/V and laying in position specified grade of reinforced cement concrete (1:1.5:3) etc d…do all complete job.
19 BCD 5.22.7B Reinforcement of R.C.C Work in including straightening cutting bending placing in position etc…. Do all complete job.
20 5.9.1 Centring and shuttring including shuttring, proping etc. and removal of form Foundation, footing, bases of colums etc for mass concrete.
21 Carriage of material
(ii) stone aggregate 51.79 m3 1,901.00 98445.50
(iii) Local sand 15.83 m3 310.47 4914.09
22 Informatory sign board/ foundation and inaugration 1 Mo 4000.00 4000.00
23 Seniorage of material
(ii) stone aggregate 31.83 m3 62.50 1,989.28
(iV) Local sand 15.83 m3 14.19 224.60
N.P Khagaul N.P Khagaul Nagar vikas Division
Patna Wrastern Area
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BOQ G.No-09.xlsx
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