Construction of temporary diversion road for existing bridge at km 50/125 of NH-927C in the state of Gujarat on Item rate mode.
National Highway Division, Gandhidham · Chitrod-Rapar-Balasar Road, Gujarat · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.8Cr
- EMD: ₹1.8L
- Published: 29 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 03:52 UTC
- Ministry: Ministry of Road Transport and Highways
- Department: Roads & Building Department, Government of Gujarat
- Office: National Highway Division, Gandhidham - Kutch
Description
Construction of a temporary diversion road for the existing damaged bridge at Km. 50/125 on NH-927C, Chitrod-Rapar-Balasar Road, Gujarat. Estimated value is Rs. 18,061,796. The completion period is 6 months, followed by a 3-year defects liability period.
Eligibility & requirements
- Past performance: 40%
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Preliminary description of proposed work method and schedule, including drawings and charts as necessary, Construction programme, equipment planning and deployment, and quality assurance procedures, Certificate from employers for qualifying completed or substantially completed works, stating work name, contract value, billing amount, commencement date and satisfactory performance, Detailed construction planning and methodology supported with layout, drawings and calculations, Audited balance sheets for the last five years, Undertaking of access to liquid assets and/or credit facilities up to 25 percent of the contract value, Information on litigation or arbitration history over the last five years
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Commercial terms
- Bid type: Item Rate
- Evaluation: Evaluation and comparison of financial bids
- Make in India (MII): No
- MSE preference: No
Line items (20)
- 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.) (In marshy soil by Mechanical means) — Qty: 1050 Cu.m.
- Providing & laying rubble soling (hand packing) on prepared surface and filling interstice with sand including all material, spreading ,watering etc completed as directed. — Qty: 1050 Cu.m.
- Earth work for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. From Borrow area within all lead & Lift — Qty: 6357 Cu.m.
- 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) — Qty: 2440 Cu.m.
- Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading-III Material — Qty: 984 Cu.m.
- Wet Mix Macadam laying Using by Grader (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.) — Qty: 790 Cu.m.
- Prime Coat over WMM (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means) — Qty: 2960 Sq.m.
- Dense Graded Bituminous Macadam-II (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 per cent 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 complete in all respects.) — Qty: 168 Cu.m.
- Bituminous Concrete Grading -II (Providing and laying 40 mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 per cent 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 MoRTH specification clause No. 507 complete in all respects.) — Qty: 112 Cu.m.
- Supplying and fixing reinforced concrete heavy duty nonpressur pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP4 of following internal daimeters.(vii) 1200mm dia. — Qty: 500 Rmt
- Plain/Reinforced cement concrete in sub-structure (Toe wall) with PCC M20 Grade complete as per drawing and technical specifications — Qty: 198 Cu.m.
- Supplying, fitting and placing TMT 550D bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 5 M.T.
- Plain cement concrete in Embankment for concrete Concrete Lining shoulder, open foundation etc. complete as per drawing and technical specifications. PCC Grade M15 using batching plant transit mixer & manual placing. — Qty: 280 Cu.m.
- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) — Qty: 200 Sq.m.
- Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout — Qty: 70 No.
- 90 cm x 75 cm rectangular — Qty: 2 Each
- 90 cm circular — Qty: 8 Each
- 90 cm equilateral triangle — Qty: 2 Each
- 60 cm x 60 cm square — Qty: 8 Each
- Providing and fixing guard stone as per I.R.C. type design including white washing etc complete. (ii) Fixing in C.C. 1:5:10 — Qty: 536 Each
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