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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.8 CrAdmitted-Finance GHAZIPUR | UTTAR PRADESH | 232325 | -11.71% | ₹11.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.4 Cr+₹58.8 L (4.98%)Admitted-Finance AT PO SIMRAHI BAZAR DISTRICT SUPAUL PIN 852111 | SUPAUL | BIHAR | 852111 | -7.31% | ₹12.4 Cr+₹58.8 L (4.98%) | L2 | Admitted-Finance |
| 3 | L3₹13.1 Cr+₹1.3 Cr (11.4%)Admitted-Finance AT PO HULAS P S RAGHOPUR DIST SUPALL | BANKA | BIHAR | 813102 | -1.62% | ₹13.1 Cr+₹1.3 Cr (11.4%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical AT DHANAUJA PHULPARAS MADHUBANI BIHAR PIN 847109 | MADHUBANI | BIHAR | 847109 | - | - | - | Rejected-Technical AS PER SBD |
| 5 | Rejected-Technical KATIHAR BIHAR | BHAGALPUR | BIHAR | 813209 | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹13.4 Cr
EMD Value
₹26.7 L
Closing Date
4 May 2022, 3:00 pmClosed
EE RWD WORKS DIVISION FORBESGANJ
EE RWD WORKS DIVISION FORBESGANJ
Part-A PRIMARY SCHOOLCHATURI SAH TOLA TO GARIB DAS TOLA Part-B Construction of HL RCC Bridge 2X14.5 m Span with Approach Road 100 m at CH-2500 m Part-C Construction of HL RCC Bridge 2X16.5 m Span with Approach Road 100 m at CH-2100 m
2022_ECBIH_117568_1
MMGSY-22-FORBESGANJ-04/09
Open Tender
CIVIL
Percentage
540 days
FORBESGANJ
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE RWD WORKS DIVISION FORBESGANJ
₹26.7 L
Yes
23 Dec 2022
26 Apr 2022
4 May 2022
26 Apr 2022
4 May 2022
26 Apr 2022
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 | Name of Road :-Primary School Chaturi Sah Tola to Garib Das Tola | - | - | - | - |
| 2 | Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I (Working benchmark Pillars) | 6.84 | Km | 4,486.34 | ₹30,686.57 |
| 3 | Reference Pillars | 6.84 | Km | 2,089.67 | ₹14,293.34 |
| 4 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of E/I | 2.05 | Ha | 59,726.13 | ₹1,22,438.57 |
| 5 | Dismantling of Cement Concrete Pavements 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 upto a lead of 1000 m,stacking serviceable and unserviceable materials separately | 45 | cum | 1,549.06 | ₹69,707.7 |
| 6 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 42.19 | cum | 99.69 | ₹4,205.92 |
| 7 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (1000m Lead) | 2,688.91 | Cum | 236.55 | ₹6,36,061.66 |
| 8 | 100 m lead | 3,039.66 | Cum | 163.17 | ₹4,95,981.32 |
| 9 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. | 16,462.9 | Cum | 238.33 | ₹39,23,602.96 |
| 10 | Construction of granular sub-base by providing Well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller achieve the desired density, complete as per Technical specification clause 401. | 4,759.89 | Cum | 3,876.95 | ₹1,84,53,855.54 |
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