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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹51.0 L
EMD Value
₹1.0 L
Closing Date
27 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE PWD Dn Gangapur city
EE PWD Dn Gangapur city
Remaining work of construction of Renewal and Strengthening of Road under RIDF XXVll Pkg.No. RJ-28-05/ 5054/RIDF 27/NP/2021-22
2026_CEPWD_527559_1
NIT 21/2025-26 PWD DN. GANGAPUR CITY
Open Tender
Civil Works - Roads
Percentage
90 days
GANGAPUR CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through online Egrass Challan on office ID 11247
₹1.0 L
Yes
23 Jan 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
Clearing and Grubbing Road Land .(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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)By Mechanical MeansIn area of light jungle
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified matarial with in all lifts and lead upto 1000 meteres.
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to salampur
A/R to Toksi
Excavation in Soil with Dozer with lead upto 100 meters (Excavation for roadwork in soil by mechanical means including cutting and pushing the earth to site of embankement upto a distance of 100 meters (average lead50 meters) including trimming bottom and side slopes in accordance with requirements of lines. grades and cross sections.)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Water Bound Macadam (Providing, laying, spreading and compacting stone aggragates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means (B) Grading-ll (Using Screening Crushable type such as Moorum or Gravel.)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
Water Bound Macadam (Providing, laying, spreading and compacting stone aggragates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means (A) Grading-ll (Using Screening Crushable type such as Moorum or Gravel.)
A/R Jat Baroda Km 0/0 to 1/200
A/R to salampur
A/R to Toksi
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Open- Graded Premix Surfacing (Providing laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) using VG- 30 binder.
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Add extra for adding shreaded plastic waste as per guidelines envisaged in IRC SP-98-2013 over item of open graded premix carpet @ 8% of the Quantity of Bitumen by weight including mixing of aggregate and plastic waste in hotmix plant (the Bitumen content will be as per respective clause of Morth specification
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case-ll: Type B
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
A/R Jat Baroda Km 0/0 to 1/200
A/R to salampur
A/R to Toksi
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 a matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth.
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
PCC 1:3:6 in foundation (Plain cement concerete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Plain/Reinforced cement concrete in open foundatio complete a per drawing and technical specifications PCC Grade M20.
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
laying Reinforced cement concrete pipe NP4/prestressed concrete pipe on first class bedding in double row. (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concreate and masonry works in head walls and parapets.) 1000 mm dia
A/R to Toksi
Plastring with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Plain/ Reinforced cement concrete in sub- structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
A/R to Toksi
Pointing with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
A/R to Toksi
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (A) 300 mm dia
A/R to Khuntala Km 0/0 to 1/200
Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometers stone (Precast)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Hectometer stone (precast)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Retro-reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary. Mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing.
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Direction and Place identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6mm , 2 Nos. firmly fixed to the ground by means of propely designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres. Trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
A/R Jat Baroda Km 0/0 to 1/200
A/R to Khuntala Km 0/0 to 1/200
A/R to salampur
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 layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
A/R to Ramgarh Murada upto Shivan ki dhani km00/00 to 3/530
A/R to salampur
A/R to Toksi
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