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Tender Value
₹16 L
EMD Value
₹12,000
Closing Date
16 Jun 2026, 5:30 pm
MR SE DURG 3 KUSUM DEWANGAN
CE,DURG
Ordinary Repair in Various Roads Under Bemetara Sub Division Bemetara (Zonal Agency)
191769
NIT NO. 85/DURG(Bemetara)/2026
RESTRICTED TENDER
WORKS
CE
Required Past Technical Experience: As Per NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Public Works Department (PWD)
WORKS
MR SE DURG 3 KUSUM DEWANGAN
RESTRICTED TENDER
PERCENTAGE
A B C D
CE,DURG
DURG,CIRCLE
DIVISION BEMETARA
120
No
1
7137000
12012023
191769
16 Jun, 2026 5:30:38 PM IST
19 Jun, 2026 11:30:14 AM IST
29 May, 2026 7:30:24 PM IST
21052026
NIT NO. 85/DURG(Bemetara)/2026
Ordinary Repair in Various Roads Under Bemetara Sub Division Bemetara (Zonal Agency)
12000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
1600000.00
2
18 Jun, 2026 5:30:02 PM IST
1600000
AS PER NIT
AS PER NIT
As Per NIT
0.00 INR
08
18d 0h 27m
4910520230005 ,4910520230006 ,4910520230007
5 documents required · 5 mandatory
₹0
₹12,000
29 May 2026
29 May 2026
19 Jun 2026
29 May 2026
16 Jun 2026
29 May 2026
18 Jun 2026
Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts.
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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.
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 backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.Ordinary soil upto 3 m depth
Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 600 mm dia
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 including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200.In area of light jungle
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 including all leads and lifts and as per relevant clauses of section-200 in Lime / Cement Concrete Cement Concrete Grade M-15 & M-20
Removing all type of Hume Pipes in serviceable condition without damaging the pipe and Stacking with all lifts and lead excluding Earthwork and Dismantling of Masonry Works.
Up to 1000 mm dia
Filling Pot-holes and Patch Repairs with Granular Sub-Base as per Table:- 400-1 Filling pot holes with granular sub-base by providing graded Material, carriage of mixed material to work site, spreading by mechanical or mannual means as per size of the patch on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401By Plant mix Method (with mechanically crushed stone only) For lower sub-base with Grading-III Material
Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)
Sub Divisional Officer PWD, Sub-Division Bemetara
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1019819852026166295_191769_Affidavit.docx
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4422995500270793938_191769_BID-CAPACITY-2.docx
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7537179127897972110_191769_English notice Less than 1 Crore.docx
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6275337685998437961_191769_Guidelines_to_Bidders_EPS_v1.pdf
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8784160439534347896_191769_Latest A_ 2.doc
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1672548341731390150_191769_Latest NIT APPENDIX 2.doc
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2057785752344209505_191769_NIT Ordinary Rep Road 16.xls
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