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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
₹51.7 L
EMD Value
₹52,000
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-NPUR-05(01 work) District-Narayanpur
201535
NIT 1208 Construction of CC Road Under MMGGPY PKG NOMMGGPY-NPUR-05(01 work) District-Narayanpur
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 D
CHIEF ENGINEER ( TENDER CELL)
TENDER CELL
CGRRDA RAIPUR
120
05
No
1
201535
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 NOMMGGPY-NPUR-05(01 work) District-Narayanpur
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-NPUR-05(01 work) District-Narayanpur
52000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5167000.00
2
30 Oct, 2026 5:30:00 PM IST
5167000
AS PER NIT
AS PER NIT
As per Tender document
5000.00 INR
14d 5h 46m
5 documents required · 4 mandatory · 1 optional
₹5,000
₹52,000
13 Oct 2026
13 Oct 2026
30 Oct 2026
13 Oct 2026
30 Oct 2026
MUKHYA MANTRI GRAM GAURAV PATH YOJANA
BILL OF QUANTITY
District :- NARAYANPUR
Block :- NARAYANPUR
Pack.No. MMGGPY-NPUR-05 xzke बेनूर ]xzke iapk;r बेनूर
Length :- 500 Metre lh-lh-lMd lg ukyh fuekZ.k dk;Z] स्वास्थ केन्द्र से बस स्टैंड तक बेनूर
S. No. SOR No. Particulars Per Unit Rate Qty Amount
1 3.5 (i) Excavation in Cutting in Soil by manual/ Machinery means 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 Cum 91 375 34125
2 4.1 (A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 910 393.75 358312.5
3 6.1 (II) 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. Cum 7136 420 2997120
4 7.18 (i) 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) Cum 5387 100 538700
5 7.1 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. Ordinary soil i. Upto 3 m depth Cum 354 44.325 15691.05
6 7.6 (A) 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. (A) 600 mm dia Rm 4099 22.5 92227.5
7 6.5 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. Cum 5335 52.725 281287.875
9 7.18 (II) 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 II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 6042 3 18126
9 7.28 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 II. P.C.C. grade M 20 (Nominal mix (1:2:4) MT 76384 0.06 4583.04
10 9.14 (B) (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 Each 19249 1 19249 1
11 9.15 (B) (B) Providing and fixing of typical " PMGSY Citizen Information Board" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. (I) Brick/Stone Masonary Each 15721 1 15721
GRAND TOTAL 5167270.6987 s
Say In Lakh 51.67
Assitant Engineer CGRRDA DPIU Narayanpur C.G. Executive Engineer CGRRDA DPIU Narayanpur C.G.
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