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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.8 CrAccepted-AOC 0 12 UTTAR PRADESH | GHAZIABAD | UTTAR PRADESH | 201001 | ₹8.8 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹9.0 Cr+₹24.3 L (2.77%)Rejected-AOC | ₹9.0 Cr+₹24.3 L (2.77%) | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹9.5 Cr+₹77.7 L (8.87%)Rejected-AOC 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | ₹9.5 Cr+₹77.7 L (8.87%) | L-3 | Rejected-AOC L-3 |
| 4 | L-4₹9.8 Cr+₹1.1 Cr (12.0%)Rejected-AOC | ₹9.8 Cr+₹1.1 Cr (12.0%) | L-4 | Rejected-AOC L-4 |
Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
12 Jun 2023, 12:00 pmClosed
Additional Chief Engineer
PWD Zone-II, Jaipur
UPGRADATION OF ROAD FROM T03 RAMGARH TO SHERPUR VIA ALAWADA CHOMA under PMGSY-III in District Alwar. Package No.RJ02P334
2023_CERJ_125654_1
RJ02P3034
Open Tender
Civil Works - Roads
Percentage
270 days
Alwar
Please Refer Tender Documents
6 documents required · 6 mandatory
₹15,000
₹22.0 L
1 Sept 2023
6 Jun 2023
12 Jun 2023
6 Jun 2023
12 Jun 2023
6 Jun 2023
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 | PART - A : EARTH WORK | - | - | - | - |
| 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. By Manual Means | - | Hect. | 10,552 | - |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | Cum. | 29 | ₹28.97 |
| 4 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRD Specification Clause 302.3.5 Mechanical Means | - | Cum. | 269 | - |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5 | - | Cum. | 55 | - |
| 6 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
Note :- Deduct if excavated earth is used and pushed for filling in embankment. | 1 | Cum. | - | - |
| 7 | Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. | - | KM | 50,915 | - |
| 8 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | - | Each | 10,902 | - |
| 9 | PART - B : W.M.M. & HARD SHOULDER WORK | - | - | - | - |
| 10 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading I Material | - | Cum. | 618 | - |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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BOQ_199647.xls
BOQ Document • 0.39 MB
122411444.pdf
Tender Document • 4.18 MB
SBDRJ02P334.pdf
Tender Document • 1.73 MB
122411446.html
Tender Document • 0.03 MB
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