Tender For Construction Of 2 Lane Road From Km. 39 To 40 = 2.00Km. Of Bhejji-Chintagupha Road In Sukma Distt.C.G. Under L.W.E. Special Project (Balance Work)
Tender Value
2.09 Crore
Estimated cost
Bid Submission
16 Nov 2026
18 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sukma → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 2 Lane Road From Km. 39 To 40 = 2.00Km. Of Bhejji-Chintagupha Road In Sukma Distt.C.G. Under L.W.E. Special Project (Balance Work)
BOQ
| Sl. No. | Item Description |
| 1 | 2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. |
| 2 | 3.10 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 3 | 4.1 Construction of granular sub base by providing close graded Matarial, carriage of mixed Material to work site spreading in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achieve the desired density complete as per clause 401. By mix and place method Disintergrated rock i.e.moorum having CBR value not less than 20 and P.I. AND l.l. not more than 6 and 20 respectively. |
| 4 | 4.8.A. (I) Water Bound Macadam (providing laying spreading and compacting stone aggregates of specific sizes to water bond macadam specification including spreading in uniform thicknesshand picking rolling with vibratory roller 8-10 tonnes in stage to proper grade and camber applying and brooming requisting typr of screening / binding Mtarials to fill up the interstices of coarse aggregate, watering and compacting to the required density.gRADING -II (Using Screening Crushable type such as Mooram ar Gravel)Using Screening Crushable type such as Moorum or Gravel. |
| 5 | 5.1 Prime CoatProviding and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85-/sqm using mechanical means |
| 6 | 5.3 Tack CoatProviding and applying tack coat with Bitumen using emulsion distributor on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 7 | 5.13 Open-Graded Premix surfacing (By manual means) (providing laying and rolling of open graded premix surfacing of 20m thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen required line ,grade and level to serve as wearing course on a previously prepared base including mixing laying and rolling with a smooth wheeled rolled 8-10 tonne capacity finishd to required level and grades. |
| 8 | 5.21 Seal Coat type -B (By maunal means) (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-B seal coat using crushed stone chipping 6.7 mm size and bitumen.) |
| 9 | 4.14.A Construction of hard shoulders ( construction of shoulders as per clause 407 with selected soil from borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively inclusive of all leads and lifts including clearing and scrapping on existing surface providing 4% camber compacting watering rolling and royalty charges etc complete. WITH VIBRATORY ROLLLER. |
| 10 | 9.12 ProvidingandlayingPitchingonslopeslaidoverpreparedfiltermediaincludingboulderapronlaiddryinfrontoftoeofembankmentcompleteas per drawing and Technical specifications. |
| 11 | 9.13 ProvidingandlayingFiltermaterialunderneathpitchinginslopescompleteas per drawing and Technical specification. |
| 12 | 4.17 Providing and fixing guard stones 200x200x900mmmadeofprecastRCCM-20gradefixedat300mmintothegroundinP.C.C.1:3:6blocksofsize400x400x400mmandgiventwocoatsofpaintwithwhiteandblack bands including excavation. |
| 13 | 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)(i) 5th Kilometer stone (Precast) |
| 14 | Ordinary Kilometer stone (precast) |
| 15 | 8.14 (iii) Hectometer stone (Precast) |
| 16 | 8.13 RoadMarkingwithHotAppliedThermoplasticCompoundwithReflectorizingGlassBeadsonBituminousSurface(Providingandlayingofhotappliedthermoplasticcompound2.5mmthickincludingreflectorizingglassbeads@250gmspersqmarea,thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasperIRC:35-1997.Thefinishedsurfacetobe level, uniform and free from streaks and holes.) |
| 17 | 8.41 Providing and fixing concrete sign boards resting on ground precast/ cast-in-situ in PCC M20 grade with surface reinforcement of 8 mm dia bars @ 155 mm c/c over 300 mm thick PCC M15 grade foundation concrete with 50mm offset all round as per drawing i/c cost of excavation, plastering with CM 1:3 & finishing with neat slurry cement, painting two or more coats to give an even shade and figuring as directed by Engineer-in-charge.(i) Type A : Village boards (600 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 600 mm above 500 mm thick block of size 700 x 400 x 500 mm with both faces inclined ) |
| 18 | 8.41 (ii) Type B : Destination boards (700 mm long, 300 mm wide at bottom& 100 mm wide at top, and height 800 mm above 500 mm thick block of size 800 x 400 x 500 mm with one face vertical ) |
| 19 | 8.41 (iii) Type C : Cautionary boards (500 x 500 x 500 mm at bottom & 500 x (500 + 100)/2 x 500 mm at top over 300 mm thick block of size 500 x 500 x 300 mm with one face vertical ) |
| 20 | 8.24 Boundarypillar(ReinforcedcementconcreteM15gradeboundarypillarsofstandarddesignasperIRC:25-1967,fixedinpositionincludingfinishingand lettering but excluding painting) |
| 21 | 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (I) Ordinary soil (i) Upto 3 m depth |
| 22 | Ordinary Rock Not Required Blasting |
| 23 | (B) Add extra 20% @ above item dewatering |
| 24 | 3.6 Providing&layingPlainReinforcedcementconcreteinsubstructurecompleteasperdrawingandtechnicalspecificationsection1500,1700and2200 A height upto 5 m (a) using concrete mixer (i) P.C.C. grade M-15 |
| 25 | 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700(B) RCC Grade M 25 (I) For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m |
| 26 | 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications |
| 27 | 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification |
| 28 | 4.26 Providingandfilling37/40mmwideexpansionjointbetweenspansinwearingcoatwithpremouldedjointfiller,primercoatandjointsealingcompoundaspermoststandarddrawingNo.BD/1.69''B''andspecification as per section 2600 in . (a) R.C.C. 75 mm deep wearing coat |
| 29 | 3.11 providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirments laid town in clause 2504.2.2. of Morth specifications to a thickeness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4. of I.R.C. 78 nad 2200. |
| 30 | 3.1 Backfillingbehindabutment,wingwallandreturnwallcompleteasperdrawingandTechnicalspecification710.1.4ofI.R.C.78and2200(i)Granular Material |
| 31 | 3.9 ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcreteabutment,wingwall/returnwallwith100mmdiaACpipe,extendingthroughthefullwidthofthestructurewithslopeof1V:20Htowardsdrawingfoce.CompleteasperdrawingandTechnicalspecificationssection 2706 and 2200 |
| 32 | 2.7 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using Concrete mixer (i) PCC Grade M15 |
| 33 | 4.13 Filler Joint (C) Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 34 | 4.11 PCC M-15 grade travlling course below approach alab complete as per drawing and technical specification as per relevant section -2700 |
| 35 | 4.12 providing and laying M-30 grade reinforced cement concrete approach slab including reinforcement and formwork complete as per drwaing and technical specification and as per relevant section 1500,1600,1700 and 2704. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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