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Tender Value
₹51.0 L
EMD Value
₹51,000
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-NPUR-05(02 Works), District-Narayanpur
189579
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-NPUR-05(02 Works), District-Narayanpur
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 C D
CHIEF ENGINEER ( TENDER CELL)
TENDER CELL
CGRRDA RAIPUR
120
05
No
1
189579
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-NPUR-05(02 Works), District-Narayanpur
NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-NPUR-05(02 Works), District-Narayanpur
51000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5105000.00
2
12 May, 2026 5:30:00 PM IST
5105000
AS PER NIT
AS PER NIT
As per Tender document
5000.00 INR
15d 1h 38m
5 documents required · 4 mandatory · 1 optional
₹5,000
₹51,000
23 Apr 2026
23 Apr 2026
12 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
12 May 2026
MUKHYA MANTRI GRAM GAURAV PATH YOJANA
BILL OF QUANTITY
District :- NARAYANPUR
Block :- NARAYANPUR
Pack.No. MMGGPY-NPUR-05 xzke Hkriky]xzke iapk;r Hkriky xzke Hhkjkxkao xzke iapk;r csuqj TOTAL BOQ QTY. MMGGPY-NPUR-05
Length :- 500 Metre lh-lh- lMd lg ukyh fuekZ.k dk;Z]izkbZejh Ldqy Hkriky ls v/k: ?kj rd ¼yackbZ 250 eh½ lh-lh-lMd lg ukyh fuekZ.k dk;Z ?kksVqy ls jktdqekj ?kj rd ¼yackbZ 250 eh½
S. No. SOR No. Particulars Per Unit Rate Qty Amount Qty Amount Total Qty Total 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
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
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
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
5 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
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
7 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
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
9 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 0.045 0.09 6874.5599999999995
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
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 19621
Sub Engineer Assitant Engineer Executive Engineer
CGRRDA DPIU Narayanpur C.G. CGRRDA DPIU Narayanpur C.G. CGRRDA DPIU Narayanpur C.G.
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