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Tender Value
₹30.5 L
EMD Value
₹61,100
Closing Date
13 Jul 2026, 3:00 pm5d left
DEEPAK KUMAR
EXECUTIVE ENGINEER
Executive Engineer, L.A.E.O., W.D. 02, Bakhari
RAMDEO CHOUDHARY
Superintending Engineer
Construction of Boundary Wall of Koriya Haivatpur Matth of Haivatpur Gram at Begusarai Block. REG No - 25
135476
GR-01/Re NIT-05/2026-27/LAEO/WD-01/BEGUSARAI
Open Tender
CIVIL
Begusarai
• Name and Address of Agency with registration No.
• Earnest Money
• PAN NO.
• GST Registration
• Character Certificate
• Affidavit
• Affidavit/self declaration of investment of 25% of bid value
• Existing commitments
• Experience As Per Nit
• If any other document as per NIT
CIVIL
PERCENTAGE
L1
1
11 documents required · 11 mandatory
₹5,000
Processing Fee: 1180
₹61,100
7 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
13 Jul 2026
7 Jul 2026
Mandir Gherabandi
L.A.E.O.W.D-01,Begusarai
BILL OF QUANTITIES (BOQ)
योजना का नाम:- बेगूसराय प्रखण्ड के ग्राम हैवतपुर,कोरिया हैवतपुर मठ (नि.सं.- 25) में चहारदिवारी निर्माण कार्य|
Estimated Cost :- 3054053.00
Time Of Completion :- 3 Months.
Earnest Money :- 61100.00
Cost Of BOQ :- 5000.00
Date Of Tender :- As Per NIT
SL S.O.R Iteam Of Work Qty. Unit. Rate Amount
1 2.29.1 Surface dressing of the ground including removing vegetation …… 245.35 Sqm 13.56 3326.99
2 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 341.46 m 178.30 60882.93
3 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. 10.71 Cum 360.70 3862.12
4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 4.98 cum 287.30 1430.90
5 11.72 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, 62.32 sqm 283.30 17654.21
6 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) 108.31 cum 4819.90 522038.58
7 6.3A Extra for Brick work in superstructure above plinth level upto floor V 90.26 cum 842.20 76014.87
8 5.1.2 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) 38.93 cum 4688.30 182515.52
9 5.2.2 Reinforced cement concrete work in wall (any thickness),including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts in super structure 17.13 cum 5670.00 97104.37
10 5.3 Reinforced cement conrete work in beams,suspended floors,roofs having slope upto 15, landings,balconiec, shelves,chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of 1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). 19.03 cum 5335.90 101542.18
11 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
12 5.9.1 Centring and shuttering including strutting,propping etc.and removal or form work for Foundations,footings, bases Columns 165.89 sqm 211.60 35102.79
13 5.9.6 Centering and shuttering incolumn pillars.post, struts.. 266.01 sqm 494.40 131516.83
14 5.9.5 Centering and shuttering in Plinth beam, major Lintel, Roof Beam…, 173.82 sqm 404.70 70344.95
15 13.11.2 Providing 12 mm cement plaster 1:6(1 cement: 6 coarse sand) 1237.05 sqm 152.90 189144.95
16 13.78.1+13.79.1 Cement primer with water proofing cement paint of approved brand………….New work (three or more coats) 1237.05 sqm 119.80 148198.59
17 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 142.68 m 110.40 15752.20
18 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners .all necessary fittings comlete including applying a priming coat of approved steel primer, 6.69 sqm 3653.00 24443.87
19 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 28.71 kg 144.50 4148.06
20 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture 18.82 sqm 116.50 2192.50
21 Add carriage Cost of Materials…
(b) Coarse Sand 79.93 cum 1699.00 135801.07
(c) Stone Chips 63.82 cum 1675.20 106911.26
(e) Local-sand 5.92 cum 316.15 1871.61
Total 2845787.97
Total 2998322.21
23 Extra Cost of Materials
24 Add seigniorange fee
(a) Local sand 5.92 cum 14.19 84.00
(c) Stone Agg. 63.82 cum 59.54 3799.84
(d) Kiul Sand 79.93 cum 17.58 1405.17
Total 3054052.92
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BEGUSARAI Re NIT-05.pdf
NIT • 8.17 MB
BEGUSARAI Re NIT-05.pdf
NIT • 8.17 MB
BEGUSARAI Re NIT-05 PAPER CUTTING.pdf
NIT • 1.03 MB
CORRIGENDUM FOR BEGUSARAI Re NIT-05.pdf
NIT • 0.09 MB
BOQ Re NIT-05 GR-01.pdf
NIT • 0.61 MB
BOQ Re NIT-05 GR-01.xlsx
NIT • 0.02 MB
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