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| # | Company | Amount |
|---|---|---|
| 1 | ₹19.0 L |
Tender Value
₹27.7 L
EMD Value
₹55,400
Closing Date
20 May 2026, 3:00 pmClosed
Executive Engineer, Buiding Division SHEOHAR
EE
Executive Engineer, Buiding Division SHEOHAR
Superintending Engineer, BUILDING CIRCLE MOTIHARI
SE
Construction of watch tower 02 and 04 at mandal kara, Sheohar.
129928
NIT 01/ BCD/Sheohar/2026-2027
Open Tender
CIVIL
Sheohar
• AS PER NIT.
CIVIL
PERCENTAGE
L1
1
6 documents required · 6 mandatory
₹5,000
Processing Fee: 590
₹55,400
29 Jun 2026
28 Apr 2026
21 May 2026
28 Apr 2026
20 May 2026
28 Apr 2026
GOVERNMENT OF BIHAR
BUILDING CONSTRUCTION DEPARTMENT
BUILDING DIVISION, SHEOHAR
BILL OF QUANTITY
NAME OF WORK :- Construction of watch tower 02 and 04 at mandal kara, Sheohar.
Estimated Cost :- 2,767,200
Earnest Money :- 55,400.00
Cost of B.O.Q :-
Date of Tender :-
Duration of work :-
s.no. code Name of works Qty Unit Rate Amount(Rs.) Rate Amount
1 20.3.2 Boring ,prov & installing cast in situ 400mm dia pile p1 72.00 m 2691.00 ₹ 193,752
2 20.8.1 E/W Excavation pile cap 18.25 cum 360.70 ₹ 6,583
3 2.26 filling available excavated earth item 5 less local sand/pcc/Rcc 1.81 cum 123.90 ₹ 225
4 2.28 S/F local sand, Foud G.beam 2.78 cum 287.30 ₹ 799
6a 5.9.1 prov centring & shuttering foundation / footing pcc work Rcc work 14.49 sqm 211.60 ₹ 3,066
b 5.9.3 Suspended floors, roofs 6.15 sqm 437.50 ₹ 2,691
c 5.9.14 extra for shuttering of circular work 107.81 sqm 20.20 ₹ 2,178
d 5.9.5 lintel/ beam G. beam roof beam 83.69 sqm 404.70 ₹ 33,869
e 5.9.6 column/pillars,column up to G.L,Pedestal for base plate,column up to P.L, column P.L to top, stiffener 59.98 sqm 494.40 ₹ 29,652
f 5.9.16.1 edges of slab, edge 9.20 sqm 130.20 ₹ 1,198
7 5.33A.1 P/L machine batched Rcc work up to P.L Rcc in foundation footing pile cap,column up to G.L c1 pedestal for base plate Grade beam 14.09 cum 4756.90 ₹ 67,008
8 5.33A.2.1 P/L machine batched Rcc work up to P.L to floor level walls/ column pl to top stiffener 4.31 cum 5293.50 ₹ 22,818
9 5.33A.2.2 prov beams/ plinth beam/suspended floors,lintel,pile,under ream bulb,roof beam, beam at 7.47m,B2,B1,B2,roof beam B2 at top,beam at 2.49m,4.98m, roof slab, at 7.47m, less,at top. 20.36 cum 5677.20 ₹ 115,586
10 5.33B.1 Add or deduct for prov RCCM25 instead of RCCM20 item 10,11 & 12 38.76 cum 164.50 ₹ 6,376
11 5.22 prov ms R/F Total RCC Qty
12 6.1.14C+6.3C Prov fly ash B/W (1:6) in s/s,at 8.16,at 16.33, at 24.5 at top,ess W 22.56 cum 5765.20 ₹ 130,048
13 10.36 prov & fixing stainless steel,spiral stair 169.84 kg 546.80 ₹ 92,868
14 10.14.1 prov & fixing T- Iron frame ISA 60*60*5 ISA 60*60*5 65.70 kg 110.40 ₹ 7,253
15 11.72 prov 100A B/F/S,under pile cap, Less pile, grade beam,at plinth 20.01 sqm 283.30 ₹ 5,668
16 13.11.4 prov 12mm cp(1:6),inside,lessW 111.04 sqm 141.50 ₹ 15,712
18 13.24.2 prov 6mm cp(1:4),ceiling 25.19 sqm 125.60 ₹ 3,164
19 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of, outer,inside 243.07 sqm 44.40 ₹ 10,792
20 13.80A.2 prov cement based putty,item 20, 210 722 274.42 sqm 105.40 ₹ 28,923
21 13.77.2 distempering with OBD,item 20 & 22 136.23 sqm 102.30 ₹ 13,936
22 13.93.1 applying synthetic enamel paint,door frame 338.11 sqm 84.50 ₹ 28,570
23 13.46.1 finishing walls with acrylic smooth exterior paint,item 21 138.19 sqm 137.00 ₹ 18,932
24 4.17 prov plinth protection 10.44 sqm 436.60 ₹ 4,559
25 6.47A prov 250mm wide brick drain 13.92 m 1087.90 ₹ 15,147
26 Carriage of material
a Local sand 2.78 cum 310.41 ₹ 864
c Stone chips 34.13 cum 3074.69 ₹ 104,944
27 Extra cost of material
a cement 382 bag 11.69 ₹ 4,466
Correction Factor .982 ₹ 2,626,347
BCD Sheohar. BCD Sheohar. BCD Sheohar.
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