CONSTRUCTION OF 2 LANE ROAD FROM KM. 03 TO 05 TOTAL LENGTH 3.00 KM. OF CHINTALNAR TO MARIAGUDEM ROAD IN SUKMA DISTT.C.G. UNDER L.W.E. SCHEME (BALANCE WORK).

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

Key facts

Tender value: ₹2.3Cr
EMD: ₹1.5L
Published: 26 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 01 Nov 2026 12:40 UTC
Ministry: Ministry of Road Transport and Highways
Department: P5 Delhi / LWE - MoRTH
Office: RO Raipur - MoRTH; National Highway Zone, Raipur

Description

Balance construction work for a 2-lane road from Km 03 to 05 on the Chintalnar to Mariagudem Road in Sukma district, Chhattisgarh, under the L.W.E. Scheme. The work includes road embankment, pavement layers, shoulders, drainage and culvert-related works, bridge components, road markings, and road signs. Estimated value is INR 23,404,000.

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 (34)

3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (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: 7145.185 Cum
4.1 Construction of granular sub-base by providing graded Material, , 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 — Qty: 1964.25 Cum
4.8 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) Grading- II (i) Using Screening Crushable type such as Moorum or Gravel — Qty: 1750.5 Cum
Grading- III (i) Using Screening Crushable type such as Moorum or Gravel — Qty: 875.25 Cum
5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. — Qty: 21420 Sqm
5.12 Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) (ii) 13 mm nominal size chipping — Qty: 21420 Sqm
5.3 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm — Qty: 42840 Sqm
5.13 Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510) — Qty: 21420 Sqm
5.21 Seal Coat Type-B (By manual 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 passing through 2.36mm size sieve, using bitumen / cationic emulsion as binder. Work shall be executed as per clause 511 except laying by manual means instead of mechanical mixing and laying.) — Qty: 21420 Sqm
4.14 Construction of Shoulders (Construction of shoulders as per clause 407 with selected soil from borrow pits / 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 of existing surface, providing 4% camber ,compacting. watering rolling and royalty charges etc. complete. — Qty: 4218.75 Cum
9.12 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications — Qty: 70.88 Cum
9.13 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification — Qty: 31.5 Cum
4.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. — Qty: 300 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) (i) 5th Kilometer stone (Precast) — Qty: 1 Nos.
(ii) Ordinary Kilometer stone (Precast) — Qty: 2 Nos.
(iii) Hectometer stone (Precast) — Qty: 12 Nos.
8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) — Qty: 300 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: 3 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: 3 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: 6 Nos.

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