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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.2 CrAdmitted-Finance ASHOK PRADHAN SWARGIYA PITASHRI RADHAMOHAN PRADHAN KRISHNAPURI CHUTIA RANCHI JHARKHAND | +6.95% | ₹11.2 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical RANCHI JHARKHAND | HAZARIBAGH | JHARKHAND | 825301 | - | - | - | Rejected-Technical Rejected |
Tender Value
₹10.4 Cr
EMD Value
₹20.9 L
Closing Date
12 Sept 2024, 5:00 pmClosed
Executive Engineer, RWD works Division, Ranchi
O/o-Executive Engineer, RWD, Works Division, Ranchi
RWD/RANCHI/33/ STPKG/04/2023-24 Strengthening of Road from (1) Kokrodih to Siridih (Length-7.83 Km.) (2) Chandandih to Siridih (Length-9.35 Km.) (3) Hapadbera Ganganala Pull to Koinardih (Length-2.35 Km.)
2024_RWD_92132_1
RWD/RANCHI/33/ STPKG/04/2023-24
Open Tender
Civil Works
Percentage
457 days
RANCHI
Tender Fee, EMD, Affidavit
4 documents required · 4 mandatory
₹10,000
₹20.9 L
31 Jul 2026
4 Sept 2024
14 Sept 2024
4 Sept 2024
12 Sept 2024
4 Sept 2024
4 Sept 2024 - 12 Sept 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (Strengthening of Road from Kokrodih to Siridih (Length-7.83 Km.)) Dismantling of flexible pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Granular courses | 569.06 | Cum. | 435.1 | ₹2,47,598.01 |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means | 2.58 | Ha | 19,760.3 | ₹50,981.57 |
| 3 | 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. | 7,202.25 | Cum. | 131.3 | ₹9,45,655.43 |
| 4 | 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. Rate per cum for grading-I Material | 61.36 | Cum. | 2,802.49 | ₹1,71,960.79 |
| 5 | 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. | 3,074.27 | Cum. | 3,133.62 | ₹96,33,593.96 |
| 6 | 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. With Emulsion SS1 IS8887 (HDPE) | 23,438.88 | Sqm. | 81.68 | ₹19,14,487.72 |
| 7 | 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. | 23,368.88 | Sqm. | 16.09 | ₹3,76,005.28 |
| 8 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 1,168.44 | Cum. | 9,060.48 | ₹1,05,86,627.25 |
| 9 | 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. | 23,368.88 | Sqm. | 12.99 | ₹3,03,561.75 |
| 10 | Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects. for GradingII(10 mm nominal size) | 584.22 | Cum. | 11,548.85 | ₹67,47,069.15 |
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