ONE TIME IMPROVEMENT OF EXISTING ROAD AT MANPUR CHOUK REALINGMENT PORTION FROM KM 55.700 TO 56.300 (DALLIRAHHARA TO BALOD) OF NH-930 UNDER CONTINGENCIES CHARGES.

NH Division-Raipur - MoRTH · Balod, Chhattisgarh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹80.4L
EMD: ₹61K
Published: 28 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 03 Nov 2026 04:45 UTC
Ministry: Ministry of Road Transport and Highways
Department: P5 Delhi / LWE - MoRTH
Office: NH Division, Raipur

Description

One-time improvement of the existing road at the Manpur Chouk realignment portion from km 55.700 to 56.300 on NH-930, from Dallirajhara to Balod, under contingency charges. The work includes excavation, pavement layers, road markings and road safety signs and markers.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (15)

2 — Qty: 3 4
3.01 Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per relevant clauses of section 300). — Qty: 136.8 cum
4.14 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water atOMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause (406.) — Qty: 90 CUM
5.01 Prime Coat over WMM/WBM (Providing and applying primer coat with bitumen emulsion or cutback bitumen on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical i) with bitumen emulsion (SS-1, grade confirming to IS:8887) @0.85 kg/sqm — Qty: 360 SQM
5.02 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. (i) Bituminous surface @ 0.25 kg /Sqm — Qty: 4458 SQM
5.03 Bituminous Macadam (Providing and laying bituminous macadam with 120- 200 TPH higher capacity Batch Type Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder VG-40, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment With sensor paver finisher (i) for Grading-I (40 mm nominal maximum size, — Qty: 30.24 cum
5.04 Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 120 -200 TPH higher capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 & 112 complete in all respects) With sensor paver finisher ii) for Grading II (26.5 mm nominal size bitumen content minimum 4.50%) — Qty: 408 CUM
5.05 Bituminous Concrete (Providing and laying bituminous concretewith120 -200 TPH higher capacity Batch Type Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 & 112 complete in all respects) ii) for Grading-II (13.2 mm nominal size) with bitumen minimum 5.4 — Qty: 163.2 CUM
4.18 Construction of Shoulders (Construction of shoulders as per clause 408 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, — Qty: 256.5 CUM
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on BituminousSurface (Providing and laying of hot appliedthermoplasticcompound 2.5 mm thick including reflectorizing glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive ofsurface applied glass beads as per IRC:35. The finishedsurface to be level, uniform and free from streaks and holes. — Qty: 319.5 SQM
Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of retroreflective type sheeting and vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 40 x 40 x 5mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of Made of Class-C Micro Prismatic Grade Sheeting of Type-XI (for National Highways and State Highways) vi) 90 cm circular (Speed limit) — Qty: 6 each
ii) 90 cm equilateral triangle — Qty: 6 each
8.5 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. — Qty: 30 EACH
8.55 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H (RW/NH-33023/10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/-2 mm and height not less than 30 +/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy re — Qty: 264 each
8.06 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification sign as per IRC:67 made of retroreflectivetype sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 5 mm, supported on 2 Nos. mild steel angle iron posts of size 75 x 75 x 6 mm, firmly fixed to the ground with M-15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) A. Made of Class-C Micro Prismatic Grade Sheeting of Type-XI (for National Highways and State Highways) — Qty: 15.12 SQM

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