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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L-1 | Accepted-AOC Agreement done By Contractor |
| 2 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Others-Disqualified in technical bid |
Updated dates
Tender Value
₹4.8 Cr
EMD Value
₹4.8 L
Closing Date
29 Dec 2025, 5:30 pmClosed
Executive Engineer PWD (Maint.) Division No. 2 Bho
Executive Engineer PWD (Maint.) Division No. 2 Bho
Strengthening of Road from Badli to Barkhedi Dev Road Length 7.100 Km.
2025_PWDRB_466105_1
28 of 2025-26 dt. 04/12/2025/2
Open Tender
Civil Works - Roads
300 days
Bhopal
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹4.8 L
O/O C.E (Capital Zone) PWD Nirman Bhawan Bhopal
18 Jun 2026
5 Dec 2025
31 Dec 2025
5 Dec 2025
29 Dec 2025
5 Dec 2025
12 Dec 2025
NIT SCHEDULE OF ITEMS
For Strengthening of Road from Badli to Barkhedi Dev Road Length 7.100 Km.
P.A.C. 478.77 Lacs
A) In area of light jungle
cles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
A By Sensor Paver
B) Hard Shoulders (CBR value >12)
b) Using Drum Mix Plant of appropriate capacity
b) Using Drum Mix Plant of appropriate capacity.
iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)
(a) Mild steel confirming to IS: 432:1982
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification.
a) 300 mm Dia
a) 600 mm Dia
(i) 5th kilometre stone (precast)
(ii) Ordinary Kilometer stone (Precast)
(iii) Hectometer stone (Precast)
Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc
ii) 90 cm equilateral triangle
iv) 60 cm equilateral triangle
vii) 60 cm circular
x)80 mm x 60 mm rectangular
xii) 60 cm x 45 cm rectangular
Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 2011 and approved drawings.
I Ordinary soil ( including back filling with approved material)
(i) Depth upto 3 m
(B) 1000 mm dia
(B) 1000 mm dia
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be minimum 3 Years.
(B) 1000 mm dia
(B) 1000 mm dia
Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.
With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump
PCC Grade M15
FE 500D/ FE 550/ FE 550D
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
B. PCC Grade M20
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer
E. RCC Grade M20
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer
1 Height up to 5 m
E. RCC Grade M20
With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer
FE 500D/ FE 550/ FE 550D
F. RCC Grade M25
Meter
A) Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical specifications
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
A Boulder laid dry without wire crates.
Total
Say Rs. in Lacs
SUB ENGINEER
Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MOST standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
BERASIA
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