Strengthening, Widening / Reconstruction of Pindi to Giru-Gudri Via Ganjana, Sokda, Badakaisail Road (Total Length 19.149 k.m) Under Road Division, Manoharpur.
Road Construction Department · Manoharpur, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹123.7Cr
- EMD: ₹1.2Cr
- Published: 30 Oct 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:07 UTC
- Ministry: Government of Jharkhand
- Department: Road Construction Department
- Office: Road Division, Manoharpur
Description
Strengthening, widening and reconstruction of 19.149 km of the Pindi to Giru-Gudri road via Ganjana, Sokda and Badakaisail under Road Division, Manoharpur, Jharkhand. Estimated cost is Rs. 1,23,74,54,602.17 and the completion period is 18 months.
Eligibility & requirements
- Past performance: 90%
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Evidence of access to or availability of credit facilities certified by the 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, Details of similar works completed and works underway or contractually committed for each of the last five years, 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, Authority to seek references from the bidder's bankers, Information regarding current or recent litigation, Subcontracting proposals and subcontractor qualifications where applicable, 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 (82)
- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. SOR2.03(i)A — Qty: 21.83 Hect.
- Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (i) 300-600 mm .SOR2.01+2.02 — Qty: 556 each
- Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (ii) 600-900 mm.SOR2.01+2.02 — Qty: 424 each
- Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (iii) 900-1800 mm.SOR2.01+2.02 — Qty: 191 each
- Cutting of trees, including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (iv) >1800 mm.SOR2.01+2.02 — Qty: 67 each
- Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. (i) Bituminous Course by mechanical means SOR 2.05 II(A) — Qty: 2969.82 CUM
- Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately SOR 2.06 — Qty: 299.25 CUM
- Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (i) Ordinary soil SOR 3.06 — Qty: 295327.02 CUM
- Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (ii) Ordinary Rock — Qty: 146881.54 CUM
- Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (iii)Hard Rock — Qty: 48960.51 CUM
- Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.SOR 3.17(i) — Qty: 235010.46 CUM
- Construction of granular sub base course by. providing coarse graded material. SOR 4.01A(I) — Qty: 99.99 CUM
- Providing laying, spreading & compacting aggregates of specific sizes to WBM specification including spreading in uniform thickness, packing, rolling with roller 8-10 tonnes in stages to proper grade & camber, applying & brooming requisite type of screening materials to fill interices of coarse aggregates, watering & compacting to reqd. density SOR 4.11B(i)C — Qty: 50 CUM
- Providing laying, spreading & compacting aggregates of specific sizes to WBM specification including spreading in uniform thickness, packing, rolling with roller 8-10 tonnes in stages to proper grade & camber, applying & brooming requisite type of screening materials to fill interices of coarse aggregates, watering & compacting to reqd. density SOR 4.11B(ii)b — Qty: 50 CUM
- Construction of Embankment with approved material form borrow pits with all lifts and leads, trasporting to site, grading to required slope and compacting to meet requirement of table 300.2 including cost of wattering, rolling and compaction with vib roller as per MOSRT&H sp. cl. 305 vide SR 3.16 — Qty: 60918.66 CUM
- Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material 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.SOR 3.18 — Qty: 113339.37 CUM
- 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. (5th revision) and direction of E/I SOR 4.01 B (v) Grading V — Qty: 28657.68 CUM
- Wet Mix Macadam (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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)SOR 4.14, plant mix — Qty: 30202.46 CUM
- 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 5.01 A1 — Qty: 120809.84 m2
- 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 surface cleaned with mechanical broom.SOR 5.02,i — Qty: 113828.05 m2
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