Improving Riding Quality of Pavement (IRQP) work of Simariya- Tandwa road from km 0.00 to 26.85 under RCD Division, Chatra for year 2026-27.

Road Construction Department (RCD) · Chatra, Jharkhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹45.1Cr
EMD: ₹45.1L
Published: 02 Nov 2026
Closing date: 21 Nov 2026
Status: open
Status as of: 06 Nov 2026 04:35 UTC
Department: Road Construction Department, Government of Jharkhand
Office: Road Division, Chatra

Description

Item-rate civil works to improve pavement riding quality on the 26.85 km Simariya–Tandwa road under RCD Division, Chatra, Jharkhand, for financial year 2026-27. Estimated cost is Rs. 45,09,87,432 and the completion period is 6 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Evidence of access to or availability of credit facilities certified by bankers, Undertaking to invest a minimum of 25% of the contract value during implementation, Power of attorney, Documents defining constitution or legal status, place of registration, and principal place of business, Total monetary value of construction work performed for each of the last five years, Experience in similar works for each of the last five years, including details of ongoing or committed works and client references, Details of major construction equipment proposed, Qualifications and experience of proposed key site management and technical personnel, Profit and loss statements and auditor's reports for the past five years, Evidence of access to lines of credit and other financial resources, certified by bankers and not more than three months old, Information regarding current or past-five-year litigation, Subcontracting proposals for components exceeding 10% of the bid price, with subcontractor qualifications and experience, Proposed construction methodology and programme, equipment planning and deployment, calculations, and quality control procedures

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Commercial terms

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

Line items (22)

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.RCDSOR 2.02 — Qty: 4.55 Hetc.
Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means.Granular courses.RCDSOR 2.05(ii)B — Qty: 522 Cum
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 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 SOR 4.14B. — Qty: 182.5 Sqm
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. SOR-5.01A(i) — Qty: 870 Sqm
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. SOR 5.2 (i) — Qty: 526526.13 Sqm
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen.SOR-5.04A(B) — Qty: 15472.16 Cum
Bituminous Concrete Grading-II With VG-30 Bulk Bitumen (Providing and laying bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of 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 MORT&H specification clause No. 507 complete in all respects with VG-30 Bulk Bitumen.RCDSOR 5.05AB — Qty: 10847.4 Cum
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) SOR 3.18 — Qty: 4424.23 Cum
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. SOR 8.13 — Qty: 9593.18 Sqm
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04B (ii) 90cm Equilatral Tringlar. — Qty: 25 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04B (viii) 60cm Circular — Qty: 5 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04B (x) 80mm X 60mm rectngular — Qty: 14 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04B (xii) 60cm X 45cm rectangular — Qty: 26 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type XI retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04B (xv) 90cm Octagon — Qty: 8 Each
Direction and Place Identification signs with size upto 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) SOR 8.05 — Qty: 5.4 Sqm
Painting on concrete surface (proceiding and applying 2 coats of water based cement paint to unplastered concrete surface after clearing the surface of dirt, dust, oil, greese eff lorescence and applying paint @ of 1.0 Liter for 2 sqm. — Qty: 1850.03 Sqm
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) SOR 8.23(A) — Qty: 400 M
Reflective Pavement Markers (Road Stud) Supplying, Providing and fixing of Reflective Pavement Markers (RPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (HI-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total Internal refiection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MoRTH specifications and complete as directed by the engineer-in-charge. RCD SOR 8.52 — Qty: 10069 Each
Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) — Qty: 500 Each
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) RCDSOR 8.14 (i) 5th kilometre stone (precast) — Qty: 6 Each

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