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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC DANGALPARA HIZLA ROAD DUMKA | DUMKA | JHARKHAND | 814101 | ₹6.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.8 CrRejected-Finance D NO 8 112 NH 5 MAIN ROAD THROVAGUNTA ONGOLE MANDAL DIST PRAKASAM ANDHRA PRADESH 523262 | ONGOLE | PRAKASAM | ANDHRA PRADESH | 523262 | ₹6.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹6.8 CrRejected-Finance R K ROAD PO PS SAINTHIA DIST BIRBHUM W B SAINTHIA 731234 | SAINTHIA | BIRBHUM | WEST BENGAL | 731234 | ₹6.8 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹7.9 CrRejected-Finance ASHOK PATH RADIAM ROAD RANCHI JHARKHAND | RANCHI | JHARKHAND | 834001 | ₹7.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹7.9 CrRejected-Finance BEHIND HERO HONDA SHOWROOM DUDHANI BHAGALPUR ROAD DUMKA | DUMKA | JHARKHAND | 814101 | ₹7.9 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SANDEEP KUMAR L1 | MADAN MOHAN MONDAL L3 | M/S NITYANAND SINGH L4 | M/S MITRA ENGINEERING CONSTRUCTIONS L2 | HARI NANDAN CHOUDHARY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 2.6 | Hect | 2,21,000 ₹2.2 L | 2,46,668.86 ₹2.5 L | 2,44,947.3 ₹2.4 L | 2,39,200 ₹2.4 L | 2,46,359.1 ₹2.5 L |
| 2.00 | Cutting of trees, including removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and leads. and Removal of stumps and roots including backfillinbg with suitable material to required compaction. Removal of stumps, roots, staking of serviceable material with all lifts and leads and earth filling in the depression/ pit.
Girth from 600 mm to 900 mm | 5 | each | 5,000 ₹5,000 | 2,464.05 ₹2,464.05 | 3,383.25 ₹3,383.25 | 4,200 ₹4,200 | 3,402.75 ₹3,402.75 |
| 3.00 | Removal of telephone/ Electric Poles and Lines
Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately | 5 | each | 25,000 ₹25,000 | 5,572.9 ₹5,572.90 | 988.95 ₹988.95 | 9,500 ₹9,500 | 994.65 ₹994.65 |
| 4.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres
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 | 1,379.5 | m3 | 3,44,875 ₹3.4 L | 9,91,474.24 ₹9.9 L | 9,62,159.87 ₹9.6 L | 95,185.5 ₹95,185.50 | 9,67,705.46 ₹9.7 L |
| 5.00 | Construction of Embankment with Material obtained from Borrow pits.
Construction of Embankment 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. | 16,626.6 | m3 | 41,56,650 ₹41.6 L | 1,20,44,807.84 ₹1.2 Cr | 26,82,868.18 ₹26.8 L | 23,60,977.2 ₹23.6 L | 26,98,330.91 ₹27.0 L |
| 6.00 | Construction of Embankment with Material Deposited from Roadway Cutting
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. | 1,843.34 | m3 | 6,45,169 ₹6.5 L | 9,71,532.35 ₹9.7 L | 1,26,655.89 ₹1.3 L | 1,25,347.12 ₹1.3 L | 1,27,374.79 ₹1.3 L |
| 7.00 | Stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve at crusher.
Construction of subgrade with stone dust. | 9,872.53 | m3 | 1,55,49,234.75 ₹1.6 Cr | 67,16,973.24 ₹67.2 L | 1,30,00,838.58 ₹1.3 Cr | 1,28,34,289 ₹1.3 Cr | 1,30,75,771.08 ₹1.3 Cr |
| 8.00 | Construction of Subgrade and Earthen Shoulders
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. | 1,393.72 | m3 | 4,87,802 ₹4.9 L | 8,22,531.73 ₹8.2 L | 2,46,646.63 ₹2.5 L | 2,00,695.68 ₹2.0 L | 2,48,068.22 ₹2.5 L |
| 9.00 | Granular Sub-Base with Graded Material (Table:- 400-1)
By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Grading -V | 3,589.08 | m3 | 71,78,160 ₹71.8 L | 71,60,250.49 ₹71.6 L | 1,34,31,772.99 ₹1.3 Cr | 89,72,700 ₹89.7 L | 1,35,09,189.45 ₹1.4 Cr |
| 10.00 | Wet Mix Macadam (Plant Mix Method)
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. | 3,310.13 | m3 | 72,82,286 ₹72.8 L | 78,76,553.64 ₹78.8 L | 1,22,32,750.92 ₹1.2 Cr | 94,33,870.5 ₹94.3 L | 1,23,03,256.69 ₹1.2 Cr |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
9 Dec 2025, 3:00 pmClosed
Member(Technical), SHAJ
Member (Technical) State Highways Authority of Jharkhand, Ranchi Deen Dayal Nagar (Near Office of Executive Engineer, NH Division, Ranchi) Booty Road, Ranchi 834008. Ph. 0651 2361306
Construction of Chitra East OCP under SP Mines area ECL Road (on Deposit basis) (Total Length 1.30 Km.)
2025_SHAJ_106673_1
SHAJ/Tech /Chitra/ECL Road/2024
Open Tender
Civil Works
90 days
Chitra Est OCP, Deoghar
Please refer Tender documents.
2 documents required · 2 mandatory
₹50,000
₹7.6 L
O/O Memebr(Technical), SHAJ
7 Apr 2026
18 Nov 2025
10 Dec 2025
18 Nov 2025
9 Dec 2025
25 Nov 2025
18 Nov 2025 - 23 Nov 2025
24 Nov 2025
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.
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres 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
Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment 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.
Construction of Embankment with Material Deposited from Roadway Cutting 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.
Stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve at crusher. Construction of subgrade with stone dust.
Construction of Subgrade and Earthen Shoulders 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.
Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading -V
Wet Mix Macadam (Plant Mix Method) 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.
Prime Coat over WMM/WBM 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.
Tack Coat on Bituminous surfaces 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.
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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. Depth upto 3 m
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M25 using batching plant, transit mixer & concrete pump RCC grade M25 Height upto 5 m
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 using batching plant, transit mixer & concrete pump Height upto 5 m
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