CONSTRUCTION OF 2 LANE ROAD FROM KM. 27 TO 28 Total Length 2.00KM. OF BHEJJI-CHINTAGUPHA ROAD IN SUKMA DISTT.C.G. UNDER L.W.E. SPECIAL PROJECT (BALANCE WORK).

RO Raipur - MoRTH · Sukma, Chhattisgarh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.5Cr
EMD: ₹1.1L
Published: 26 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 01 Nov 2026 12:35 UTC
Ministry: Ministry of Road Transport and Highways
Department: P5 Delhi / LWE - MoRTH
Office: NH Chhattisgarh PWD-Raipur - MoRTH

Description

Balance work for construction of a 2-lane, 2.00 km road from km 27 to 28 of the Bhejji-Chintagupha Road in Sukma district, Chhattisgarh, under the L.W.E. Special Project. The work includes road earthwork, pavement layers, road furniture and bridge-related construction items.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (31)

2.30 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. — Qty: 0.02 Hect
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) — Qty: 7532.12 Cum
4.10 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. — Qty: 48.13 Cum
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. — Qty: 3420.12 Cum
5.10 Prime Coat Providing 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 — Qty: 14089.94 sqm
5.30 Tack Coat Providing and applying tack coat with Bitumen using emulsion distributor on the prepared bituminous/granular surface cleaned with mechanical broom. — Qty: 28179.88 sqm
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. — Qty: 14089.94 sqm
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.) — Qty: 14089.94 sqm
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. — Qty: 2999.54 cum
9.12 Providing and laying Pitching onslopeslaidoverpreparedfiltermediaincludingboulderapronlaiddryinfrontoftoeofembankmentcompleteas per drawing and Technical specifications. — Qty: 40.29 Cum
9.13 ProvidingandlayingFiltermaterialunderneathpitchinginslopescompleteas per drawing and Technical specification. — Qty: 30.22 Cum
4.17 Providing and fixing guard stones 200x200x900mmmadeofprecastRCCM-20gradefixedat300mmintothegroundinP.C.C.1:3:6blocksofsize400x400x400mmandgiventwocoatsofpaintwithwhiteandblack bands including excavation. — Qty: 101 Nos
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) Ordinary Kilometer stone (precast) — Qty: 2 Nos
(iii) Hectometer stone (Precast) — Qty: 8 Nos
8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing GlassBeadsonBituminousSurface(Providingandlayingofhotappliedthermoplasticcompound2.5mmthickincludingreflectorizingglassbeads@250gmspersqmarea,thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasperIRC:35-1997.Thefinishedsurfacetobe level, uniform and free from streaks and holes.) — Qty: 80 Sqm
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 ) — Qty: 2 Nos
(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 ) — Qty: 2 Nos
(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 ) — Qty: 4 Nos
8.24 Boundary pillar (Reinforcedcement concrete M15 grade boundary pillars ofstandarddesignasperIRC:25-1967,fixedinpositionincludingfinishingand lettering but excluding painting) — Qty: 101 Nos
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 — Qty: 1135.87 Cum

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