Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
27 Oct 2026, 5:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
MS PRIYANKA SHARMA(DFLT)
CHIEF ENGINEER ( TENDER CELL)
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KNK-07(02 work) District-Kanker
201538
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KNK-07(02 work) District-Kanker
RESTRICTED TENDER
WORKS
PERCENTAGE
5 days
CHIEF ENGINEER ( TENDER CELL)
Required Past Technical Experience: As per Tender document
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Panchayat and Rural Development (PARD)
WORKS
MS PRIYANKA SHARMA(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C
CHIEF ENGINEER ( TENDER CELL)
TENDER CELL
CGRRDA RAIPUR
120
05
No
1
201538
27 Oct, 2026 5:30:00 PM IST
30 Oct, 2026 6:05:12 PM IST
13 Oct, 2026 12:30:00 PM IST
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KNK-07(02 work) District-Kanker
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KNK-07(02 work) District-Kanker
106000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
10573000.00
2
30 Oct, 2026 5:30:00 PM IST
10573000
AS PER NIT
AS PER NIT
As per Tender document
5000.00 INR
14d 5h 48m
5 documents required · 4 mandatory · 1 optional
₹5,000
₹1.1 L
13 Oct 2026
13 Oct 2026
30 Oct 2026
13 Oct 2026
30 Oct 2026
Quantity
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
Compacting Original Ground / Existing Embankment. Loosening, Leveling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place of method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired (B) Disintegrated rock i.e. mourum having CBR value not less then 15% and PL & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer)
Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 15 (Nominal mix (1:2.5:5)
Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Prociding and laying cement concrete pipe NP3 on first clas bedding of granular material including fixing colar with cementsend mortar 1.2 but ezcluding ezcavation protection works backfilling concrete and masonary work in head wall and parapes as per clause 1106 (A) 600mm Dia
Providing and Fixing Informtory and Logo Board of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Providing and fixing “Citizen Information Board/Maintenance Information Boade” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.02 MB
1565657447591184471_201538_NIT 1208 Tender Document MMGGPY.pdf
NIT • 1.24 MB
1949614696232027332_201538_MMGGPY-KNK-07.xlsx
BOQ • 0.02 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .