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Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
8 May 2026, 5:30 pmClosed
MS PRIYANKA SHARMA(DFLT)
CHIEF ENGINEER ( TENDER CELL)
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRG-20(05 works), District-Sarguja
189565
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRG-20(05 works), District-Sarguja
RESTRICTED TENDER
WORKS
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
CHIEF ENGINEER ( TENDER CELL)
TENDER CELL
CGRRDA RAIPUR
120
05
No
1
189565
8 May, 2026 5:30:00 PM IST
12 May, 2026 6:05:12 PM IST
23 Apr, 2026 5:30:00 PM IST
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRG-20(05 works), District-Sarguja
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRG-20(05 works), District-Sarguja
258000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
25586000.00
2
12 May, 2026 5:30:00 PM IST
25586000
AS PER NIT
AS PER NIT
As per Tender document
5000.00 INR
15d 1h 37m
5 documents required · 4 mandatory · 1 optional
₹5,000
₹2.6 L
23 Apr 2026
23 Apr 2026
12 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
12 May 2026
Dismantling Stone Masonry Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime/Cement/mud mortar
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
Granular Sub-base with Well Graded Material (Table 400.1)
Cement Concrete Pavement
Cement Concrete Shoulder
CC DRAIN
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits 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 as per Clause 1106.
600 mm dia
300 mm dia
Bedding for Causeway/Pipes (II) Type B (First Class) Bedding, Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., (I) Ordinary soil ( i. Upto 3 m depth)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 15(Nominal mix (1:2.5:5)
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, (I) P.C.C grade M 15 (Nominal mix (1:2.5:5)
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Granullar material
(B) 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( 1 board for NABARD information)
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
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