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| # | Company | Amount |
|---|---|---|
| 1 | ₹25.7 L |
Tender Value
₹34.9 L
EMD Value
₹69,900
Closing Date
16 Feb 2026, 3:00 pmClosed
RAVI KUMAR GUPTA
EXECUTIVE ENGINEER
ROSERA
DILIP KUMAR
Superintending Engineer
Construction of Boundary wall of Shri Durga ji Mandir at Khanpur P.O.-Hathodi,Block-Shivajinagar Under Samastipur District. (Khata No- 237,193(old) ,85,136(New),Khesra No.-571,492(old),1256,1257,1263(New)
124532
GR-01/NIT-28/2025-26/LAEO/W.D-02 ROSERA
Open Tender
CIVIL
Samastipur
• NAME AND ADDRESS OF AGENCY WITH REGISTRATION NO.
• EARNEST MONEY
• PAN NO.
• GST Registration
• Character Certificate
• AFFIDAVIT
• 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: 590
₹69,900
1 Sept 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
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AMOUNT OF B.O.Q.: ₹ 3,491,446.00 NIT NO: /2025-26
EARNEST MONEY : ₹ 69,900.00 Group No:
COST OF B.O.Q.: ₹ 5,000.00 DATE OF COMPLETION:
S.N. SOR Item No Items of Work Quantity Unit Rate Amount
1 BCD 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (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 m 388.41 223.00 86615.43
2 BCD 2.8.1 Earth work in excavation in foundation trenches or drains(not excoding 1.5 m in width or 10 sft on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m , including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. cum 21.22 499.40 10597.26
3 BCD 2.28 Supplying and Filling in pllnth with local sand including, watering, dressing complete cum 8.69 329.30 2861.61
4 BCD 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/I sqm 83.96 331.70 27849.53
5 BCD 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 20mm nominal size) cum 43.84 5591.70 245140.12
6 BCD 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, stiffeners, pillars, piers, abutments, posts and struts, etc. for above plinth level excluding cost of centring, shuttering, finishin and reinforcement. 1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) cum 18.49 6838.00 126434.62
7 BCD 5.3 + 5.2.2-5.2.3 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 centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size), 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 14.29 7097.90 101428.99
8 BCD 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. kg 7440.77 105.10 782024.92
9 BCD 6.1.14 /A Brick work with bricks of class designation 100A in super structure in Cement mortar 1:6 (1 cement : 6 coarse sand ) cum 129.35 5613.20 726067.42
10 BCD 5.9.1 Centering and shuttering including strutting, propping etc, and removal of form for up to plinth level cum 191.30 251.50 48111.95
11 BCD 5.9.5 Centering and shuttering including strutting, propping etc, and removal of form for Lintels, beams, plinth bams, griders, bressumers and cantilevers. cum 114.13 473.80 54074.79
12 BCD 5.9.6 Centering and shuttering including strutting, propping etc, and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts cum 145.69 612.00 89162.28
13 BCD 13.11.4 12 mm cement plaster of mix: 1:6 (1 cement:6 coarse sand) sqm 833.91 171.10 142682.00
14 BCD 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement : 6 coarse sand) m2 735.69 196.70 144710.22
15 BCD 13.78.1+ 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats) sqm 1569.60 147.60 231672.96
16 BCD 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. Kg. 573.72 130.60 74927.83
17 BCD 13.81.3+13.93.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats) sqm 15.23 145.77 2220.07
18 Supplying, fitting and fixing of informetory board made with M.S. angle 40x40x6mm and 1mm thick M.S. Sheet 750x600mm welded with M.S. angle. each 1.00 3000.00 3000.00
19 Supplying,fitting and fixing black granite board……. each 2.00 4500.00 9000.00
20 BCD 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of3km 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. m³ 0.00 649.75 0.00
21 Carraige Cost of Materials:-
ii Coarse Sand cum 93.61 2394.51 224150.08
iii Stone Aggregate cum 65.12 2916.61 189929.64
iv Local Sand cum 9.95 337.37 3356.83
22 Difference Cost of Materials:-
ii Cement mt 44.81 133.73 5992.44
23 S. Fee Cost of Materials:-
ii Coarse Sand cum 93.610 250.80 23477.38
iii Stone Aggregate (20mm) cum 43.67 745.36 32549.87
iv Stone Aggregate (10mm) cum 21.45 807.91 17329.66
v Earth cum 0.00 33.10 0.00
vi Local Sand cum 9.95 216.90 2158.15
Total Rs. 3491446.04
L.A.E.O, WD-2,ROSERA L.A.E.O, WD-2,ROSERA L.A.E.O, WD-2,ROSERA
aoc.json
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NIT 28-2025-26 -.doc
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