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Tender Value
₹23.2 L
EMD Value
₹23,000
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 C.C. Road with Drain, Mardev Baba Sthal se Awasparatak, District-Bhanupratappur
189578
NIT 1125 Construction of CC Road Under MMGGPY PKG NO C.C. Road with Drain, Mardev Baba Sthal se Awa
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
189578
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 C.C. Road with Drain, Mardev Baba Sthal se Awa
NIT 1125 Construction of CC Road Under MMGGPY PKG NO C.C. Road with Drain, Mardev Baba Sthal se Awasparatak, District-Bhanupratappur
23000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
2320000.00
2
12 May, 2026 5:30:00 PM IST
2320000
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
₹23,000
23 Apr 2026
23 Apr 2026
12 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
12 May 2026
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TECHNICAL REPORT
1 NAME OF WORK Mardev Baba place To Awaspara
2 VILLAGE Barda
4 BLOCK KOILIBEDA
6 SCHEME MUKHYA MANTRI GRAM GAURAV PATH
7 NACESSARY FOR VILLAGERS USE
8 TS BY EXECUTIVE ENGINEER PIU CGRRDA BHANUPRATAPPUR
9 AS BY JOINT SECRETARY, C.G. GOVT. P.A.R.D
10 SPECIFICATION AS PER ESTIMATE ATTACHED
11 SOR ISSUED BY CHIEF ENGINEER C.G. RURAL ROAD DEVELOPMENT AGENCY
RAIPUR (C.G.) ENFORCED FROM 22.02.2018
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M-15 Shoulder M-15 Shoulder
4 m Width C.C. M-30
GSB 0.15 m Thickness
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District-Bastar, Kondagaon, & Kanker MODEL- ESTIMATE FOR C.C. ROAD CUM DRAIN CONSTRUCTION (GOURAV- PATH ) Length-200 M. FORMAT F-6
Name of Work :- Mardev Baba place To Awaspara Length of the Road :- 200 M. SOR 2025
Block - KOILIBEDA District :- KANKER
Village- Barda Gram Panchayat:- Barda
Sr. No. SOR Item No. DESCRIPTION OF ITEMS Nos Length (m) B (m) D (m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)
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
Pavement & Shoulder 1 Cum 65
2 7.1(I) 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
Drain 2 Cum 394
3 4.1 (A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) 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)
Pavement & Shoulder 1 5
4 6.1 (II) Cement Concrete Pavement 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. 1
Total Cum. 5889
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)
PCC SHOULDER 2 0.5 Cum. 4839
6 9.14 (B) Providing and Fixing Informatory 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 1 Each 18610
9.15(A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (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.
Nabard Board 1 1 Each 14010
7 7.6 (D) 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. 300 mm dia 10 M 1129
8 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
TOTAL Cum. 4970
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)
R.C.C. Cover in front of houses 60 Cum 5384
10 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Add 18% G.S.T.of Construstion cost
1% CONTINGENCIES
MUKHYAMANTRI GRAM GAURAV PATH YOJNA
BOQ FOR CONSTRUCTION OF CEMENT CONCRETE ROAD
Name of work Mardev Baba place To Awaspara Distt : KANKER
Length of the Gaurav Path In Meters : 0 To 1000
Sr. No. SOR Item No. DESCRIPTION OF ITEMS QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)
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 302.3 180 Cum 65
2 7.1(I) 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 600 Cum 394
3 4.1 (A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) 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) 150 Cum. 804
4 6.1 (II) Cement Concrete Pavement 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. 160 Cum. 5889
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) 40 Cum. 4839
6 9.14 (B) Providing and Fixing Informatory 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 1 Each 18610
7 Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (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 1 Each 14010
8 7.6 (D) 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. 300 mm dia 50 M 1129
9 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 54 Cum. 4970
10 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 9 Cum 5384
11 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 72243
Add 18@ GST 987040
SAY LACS. 9304496.73
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