Loading…
Loading…
Tender Value
₹2.5 Cr
EMD Value
₹1.5 L
Closing Date
8 Apr 2026, 5:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
MR Yognarayan sahu(DFLT)
CE(Raipur)
CONSTRUCTION OF ABHANPUR - PARSULIDIH - TARRIGHAT - STATE ROAD TO ABHANPUR - KOLAR - TEKARI (MDR) ROAD LENGTH 1.20 K.M.(ACTUAL LENGTH 1.575 KM) I/C. CULVERTS AT DISTT. RAIPUR.(DN. NO.3, RAIPUR).
187299
NIT No. 1094/TC/EinC/PWD/25-26
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 Yognarayan sahu(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B
CE(Raipur)
PWD Circle-1,Raipur
Pwd Div No3 Raipur
120
03
No
0
187299
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. 1094/TC/EinC/PWD/25-26
CONSTRUCTION OF ABHANPUR - PARSULIDIH - TARRIGHAT - STATE ROAD TO ABHANPUR - KOLAR - TEKARI (MDR) ROAD LENGTH 1.20 K.M.(ACTUAL LENGTH 1.575 KM) I/C. CULVERTS AT DISTT. RAIPUR.(DN. NO.3, RAIPUR).
150000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
24758000.00
2
10 Apr, 2026 5:00:00 PM IST
24758000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 23h 44m
7 documents required · 6 mandatory · 1 optional
₹0
₹1.5 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 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
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.
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 (i) 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.
meter
Construction of RCC open drainConstruction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings 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
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
Hectometer Stone (precast)
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 • 1.07 MB
4355648977090759701_152305_9133295183868357873_125601_Guidelines_to_Bidders_EPS_v1.pdf
NIT • 0.13 MB
3710346783464392313_187299_Form A.doc
NIT • 0.15 MB
8435264852101504711_187299_NIT.doc
NIT • 0.31 MB
4527649530880679733_187299_Notice.docx
NIT • 0.04 MB
1760223957383348763_187299_BOQ.xls
BOQ • 0.13 MB
Download all tender documents and submit your bid