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Tender Value
₹3.3 Cr
EMD Value
₹1.7 L
Closing Date
10 Apr 2026, 5:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
MR Ahammad Danish
CE(Raipur)
B.T & CC WORK ON INTERNAL ROAD’S OF ISHWARICHARAN SHUKLA WARD(DUMARTALAB & KUKURBEDA),LENGTH 6.07 KM AT DIST. RAIPUR.( DN. NO.1, RAIPUR).
187485
NIT NO: 1119/TC/2025-26
RESTRICTED TENDER
WORKS
3 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 No1 Raipur
120
03
No
0
187485
10 Apr, 2026 5:00:00 PM IST
16 Apr, 2026 10:00:00 AM IST
20 Mar, 2026 6:00:00 PM IST
NIT NO: 1119/TC/2025-26
B.T & CC WORK ON INTERNAL ROAD’S OF ISHWARICHARAN SHUKLA WARD(DUMARTALAB & KUKURBEDA),LENGTH 6.07 KM AT DIST. RAIPUR.( DN. NO.1, RAIPUR).
167100.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
33411000.00
2
15 Apr, 2026 5:00:00 PM IST
33411000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 22h 34m
7 documents required · 6 mandatory · 1 optional
₹0
₹1.7 L
20 Mar 2026
20 Mar 2026
16 Apr 2026
20 Mar 2026
10 Apr 2026
20 Mar 2026
15 Apr 2026
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.
Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork an expansion, contraction & longitudinal joints as per design and as per IRC-62-2014, over a prepared base a per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads.
Construction of RCC Drain/Cover/Chamber (i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of rectro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC:67-2012)
Excavation for Structures (Earth work in excavation of foundation Descriptions Unit Rate (Rs.) of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Plain cement concrete complete as per drawing and Technical Specifications
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of Class - C Micro prismatic grade sheeting of Type IX 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)
UOM Name
Percentage
Per mile
Siemens Per meter
Activity unit
Item Code
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) (a) For Lower Sub-base with (ii) Grading-IV Material
Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork an expansion, contraction & longitudinal joints as per design and as per IRC-62-2014, over a prepared base a per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. PCC Grade M30 with minimum Cement Content @375@kg/cum
meter
Construction of RCC Drain/Cover/Chamber (i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of rectro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC:67-2012) Made of Class-B high intencity Micro Prismatic Garde Sheeting of type IV (MDR) With Aluminum Sheeting of 2 mm thickness 900 mm equilateral triangle
800 mmx 600mm rectangular
750 mm circular
With Aluminum Sheeting of 1.5 mm thickness 600 mm x 600 mmsquare
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of retro-reflective type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40x40x5 mm supported on 2 nos, mild steel angle iron post 75mm x 75mm x 6mm, . firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) Made of Class-B High Intensity Micro Prismatic Grade Sheeting of Type IV (for MDR)
Excavation for Structures (Earth work in excavation of foundation Descriptions Unit Rate (Rs.) of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soil up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M-15
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of Class - C Micro prismatic grade sheeting of Type IX 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) Truss and Vertical Support
Alluminium alloy plate for over head sign
UOM Name
Percentage
Per mile
Siemens Per meter
Activity unit
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