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Tender Value
₹7.9 L
EMD Value
₹15,800
Closing Date
24 Jul 2026, 3:00 pmClosed
Richa Priyadrshani
Executive Officer
Punpun, Patna
Richa Priyadrshani
Executive Officer
Construction of PCC Road & RCC Drain with cover from Vikash Kirana Dukan to house of gaya prasad gali to piparpati road in Ward No- 18
136231
SHNIT-08/2026-27/GR-36
Open Tender
CIVIL
Gaya
• COPY OF GST
• COPY OF PAN
• COPY REGISTRATION
• AFFIDAVIT
CIVIL
PERCENTAGE
L1
1
6 documents required · 6 mandatory
₹1,250
Processing Fee: 1180
₹15,800
EO CHAMBER N.P. SHERGHATI
16 Jul 2026
16 Jul 2026
24 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
18 Jul 2026
BILL OF QUANTITY Item L B D/H
1 Name Of Work नगर परिषद शेरघाटी आन्तर्गत वार्ड संख्या 18 मे विकास किराना दुकान के जमीन से गया प्रसाद के गली होते हुए पीपरपाती रोड तक पीसीसी सड़क एवं आरसीसी नाली निर्माण
2 Estimated Cost 786300.00
3 Cost Of BOQ 1250.00
4 Amount Of Earnest Money 15,800
5 Bid Processing Fee (Through Online Payment) According to eproc-2
6 Time Of Completion 6 month
S.N S.O.R Items of Work Unit Quantity Rate Amount Original 200 3.70 0.45
1 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: cum 17.63 823.70 14521.47
2 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead. cum 5.31 535.60 2844.10
3 2.8.1 Earth work in excavation in foundation in 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 . ALL Kinds of soil. cum 44.32 360.70 15987.00
4 2.25A 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. cum 22.83 411.70 9401.00
5 2.28 supplying and Filling in plinth with local sand and under floors including , watering , ramming consolidating and dressing complete. cum 20.74 287.30 5960.00
6 11.72 Providing designation 100 A one brick on Flat soling joints filled with local sand including cost of watering , taxes ,royalty all complete as per building specification and direction of E/I Sqm 269 267.70 71901.00
7 4.1.3 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. cum 28.04 3998.10 112096.00
8 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttring , finishing and reinforcement - All work upto plinth level . In 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) cum 31.58 4688.30 148045.00
9 5.22.7B Providing Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete . Thermo-Mechanically Treated bars TMT Fe-500-10 mm dia. Kg 2526.20 92.60 233926.00
10 5.9.1 Providing centring and shuttring including strutting , propping etc. and removal of form for foundation , footings , bases of columns etc. for mass concrete. sqm 260.69 211.60 55162.00
11 2.26 Filling available 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 . cum 11.08 123.90 1373.00
10 6.1.12/1 Brick work with Bricks of class designation 100A in Foundations and plinth in Cement Mortar 1:4(1 cement : 4 coarse sand) cum 0.00 5017.90 0.00
12 Carraige Of Construction Material (5.36% extra GST added on Rate) 66000.00
Material Unit Qty. Rate Amount
Local sand Cum 24.77 326.61 8091.00
Coarse sand Cum 25.90 364.50 9439.00
Stone Chips Cum 51.79 774.05 40091.00
13 Seignorage Fee 8094.38
Material Unit Qty Rate Amount Seigniorage @10% of Total Rs :-
Coarse Sand m3 25.90 175.80 4552.70
Stone chips m3 51.79 595.36 30836.14
14 Shilapat & Photograph 1 NOS 5000.00 5000.00
Say As.. Additional [email protected]%(excluding carriage and seigniorage) 35977.21
GRAND TOTAL 786288.15
UD Div2 Gaya Jee UD Div2,Gaya Jee
UD Div2,Gaya Jee
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nit 08.pdf
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GR36.xlsx
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