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Tender Value
₹2.4 Cr
EMD Value
₹1.5 L
Closing Date
15 Apr 2026, 5:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
MR Ahammad Danish
CE(Raipur)
STRENGTHENING OF VIDHANSABHA CHOWK FLYOVER APPROACH ROAD LENGTH 1.10 K.M. & SERVICE ROAD LENGTH 1.550 KM AT DISTT. RAIPUR.( DN. NO.3, NAVA RAIPUR).
187788
NIT NO: 1155/TC/2025-26
RESTRICTED TENDER
WORKS
2 days
CE(Raipur)
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
7 documents required · 7 mandatory
Public Works Department (PWD)
WORKS
MR Ahammad Danish
RESTRICTED TENDER
PERCENTAGE
A B
CE(Raipur)
PWD Circle-1,Raipur
Pwd Div No3 Raipur
120
02
No
0
187788
15 Apr, 2026 5:00:00 PM IST
20 Apr, 2026 10:00:00 AM IST
24 Mar, 2026 6:00:00 PM IST
NIT NO: 1155/TC/2025-26
STRENGTHENING OF VIDHANSABHA CHOWK FLYOVER APPROACH ROAD LENGTH 1.10 K.M. & SERVICE ROAD LENGTH 1.550 KM AT DISTT. RAIPUR.( DN. NO.3, NAVA RAIPUR).
150000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
23771000.00
2
17 Apr, 2026 5:00:00 PM IST
23771000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 21h 18m
7 documents required · 6 mandatory · 1 optional
₹0
₹1.5 L
24 Mar 2026
24 Mar 2026
20 Apr 2026
24 Mar 2026
15 Apr 2026
24 Mar 2026
17 Apr 2026
Clearing and grubbing Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. (A) In area of light jungle
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. (A) Bituminous courses
Granular courses
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (A) Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (ii) Grading-V Material
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.
Bituminous surface @ 0.25 kg / Sqm
Cement concrete @ 0.35 kg/ Sqm
Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
900 mm high octagon
With Aluminum Sheeting of 1.5 mm thickness (ii) 600 mm circular
600 mm x 500 mm rectangular
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of Micro prismatic grade type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans) (A) Truss and Vertical Support
Aluminum alloy plate for over head sign
meter
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
UOM Name
Percentage
Per mile
Siemens Per meter
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