Loading…
Loading…
Tender Value
₹22.3 Cr
EMD Value
₹5 L
Closing Date
8 Apr 2026, 5:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
MR Ahammad Danish
CE(Raipur)
WIDENING & STRENGTHENING OF NH-30 CHARRA-MIRADATAR-KURUD ROAD LENGTH 5.00 KM,(2 LANE) I/C CULVERTS AT DISTT. DHAMTARI.(DHAMTARI DN. ).
187306
NIT NO:1090/TC/2025-26
RESTRICTED TENDER
WORKS
8 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
17 documents required · 17 mandatory
Public Works Department (PWD)
WORKS
MR Ahammad Danish
RESTRICTED TENDER
PERCENTAGE
A
CE(Raipur)
PWD Circle-2,Raipur
Dhamtari Division
120
08
No
0
187306
8 Apr, 2026 5:00:00 PM IST
13 Apr, 2026 10:00:00 AM IST
18 Mar, 2026 5:00:00 PM IST
NIT NO:1090/TC/2025-26
WIDENING & STRENGTHENING OF NH-30 CHARRA-MIRADATAR-KURUD ROAD LENGTH 5.00 KM,(2 LANE) I/C CULVERTS AT DISTT. DHAMTARI.(DHAMTARI DN. ).
500000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
223433000.00
2
10 Apr, 2026 5:00:00 PM IST
223433000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 16h 47m
17 documents required · 11 mandatory · 6 optional
₹0
₹5 L
17 Mar 2026
17 Mar 2026
13 Apr 2026
18 Mar 2026
8 Apr 2026
18 Mar 2026
10 Apr 2026
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
Compacting Original Ground (ii) Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
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
Granular Sub-base as per table 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, preading in uniform layerswith 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 (i) for 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.
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) (B) with mechanical paver (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (B) with mechanical paver (iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, of requierd thickness supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painintng all component of the signs and supports as per clause 7.2 of irc 67: 2012) (C) made of class A High Intensity Super Engineering Grade Sheeting of TYPE II(for ODR and village road) (a) with aluminum sheeting of 2.0 mm thickness (i) 900 mm equilateral traingle
(iii) 900 mm high octagon
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, of requierd thickness supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painintng all component of the signs and supports as per clause 7.2 of irc 67: 2012) (C) made of class A High Intensity Super Engineering Grade Sheeting of TYPE II(for ODR and village road) (b) with aluminum sheeting of 1.5 mm thickness (ii) 600mm circuler
(iii) 600 X 500 mm rectangular
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:672012 made ofretro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel back frameof ISA 40x40x5mm,supported on a mild steel single angle iron post of size 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) (C) made of class A High Intensity micro prismate grade sheeting of type I (for ODR and village road)
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign asper IRC :67 2012 made of retro- reflectorized type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos mild steel angle iron post 75 mm x 75 mm x 6 mm, . firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (C) made of class A High Intensity micro prismate grade sheeting of type I (for ODR and village road)
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 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) (A) Truss and Vertical Support
Aluminum alloy plate for over head sign
Painting on Concrete Surfaces Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces).
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting & printing etc) (i) 5th Kilometer Stone (precast)
(ii) Ordinary Kilometer Stone (precast)
(iii) Hectometer Stone (precast)
Providing and laying Reinforced ement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). (B) 600 mm dia
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (D) 1000 mm dia
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 inCement Concrete Grade M-15 & M-20
Excavation for Structures Earth work in excavation of foundation 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 including dewatering etc. complete. (A) Ordinary soil (i) Upto 3M depth
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) Height upto 5m (a) Using concrete Mixer (i) P.C.C. Grade M-15
(ii) P.C.C. Grade M-20
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). (A) Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). (D) Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20
meter
Furnishing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specification section 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). (A) RCC Grade M25 (I) For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m
Furnishing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specification section 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). (B) RCC Grade M30 (I) For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m
Filler joint (B) Providing and fixing 20mm thick compressible fibre board (12 m long x 25 cm deep) in expansion joint complete as per drawing specification
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504. Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
UOM Name
Percentage
Per mile
Siemens Per meter
Activity unit
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 1.08 MB
3662590503382863201_153213_1258250143523725404_129113_Guidelines_to_Bidders_EPS_v1.pdf
NIT • 0.13 MB
733330013586501469_187306_Form A.doc
NIT • 0.15 MB
4692515611402838970_187306_NIT.doc
NIT • 0.31 MB
3248291186412942454_187306_PQ.doc
NIT • 0.28 MB
1477628626584809715_187306_Notice.docx
NIT • 0.06 MB
4961039699389561896_187306_BOQ.xls
BOQ • 0.16 MB
Download all tender documents and submit your bid