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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹65.1 L (34.1%)Rejected-AOC CHANDAULI | UTTAR PRADESH | 221009 | ₹2.6 Cr+₹65.1 L (34.1%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.6 Cr+₹71.0 L (37.2%)Rejected-AOC | ₹2.6 Cr+₹71.0 L (37.2%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.6 Cr+₹73.8 L (38.7%)Rejected-AOC | ₹2.6 Cr+₹73.8 L (38.7%) | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.3 L
Closing Date
24 Jan 2023, 1:00 pmClosed
Superintending Engineer, Drainage Circle, Ballia
Superintending Engineer, Drainage Circle, Ballia
construction of new bitumious road from Km 0.000 to Km 2.700 and renovation of road from Km 2.700 to Km 11.800 on GosalpurBund at right bank of river Tonse in District Ballia LOT 05
2023_UPIDC_767420_5
06/S.E./2022-23
Open Tender
Civil Works
Item Wise
60 days
Ballia
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,614
₹5.3 L
Superintending Engineer, Drainage Circle, Ballia
14 Mar 2023
17 Jan 2023
24 Jan 2023
18 Jan 2023
24 Jan 2023
18 Jan 2023
18 Jan 2023
Amount
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 195 m as per Technical Specification Clause 301.5
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 roravator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification xlause 401 of MoRD data book
Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 kN in satges to proper grade and camber, aaplying and brooming requisite type of screening/ binding Materials to fill up the Interstices of coarse aggregate, watering and compacting to the required density. Grading II as per technical specificating clause 405 of MoRD data book compacted thickness 7.5 cm.
Brick Edging on both side of the road SOB Brick 8 cm (3") wide and 12 cm (4 1/2") Deep laid with all labour & finished to the required template and in proper allignment and also including dressing and ramming the excavated earth including all labour t&p
Providing, laying, spreading and compacting stone aggregate of 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 kN in satges to proper grade and camber, aaplying and brooming requisite type of screening/ binding Materials to fill up the Interstices of coarse aggregate, watering and compacting to the required density. Grading III as per technical specificating clause 405 of MoRD data book compacted thickness 7.5 cm.
Providing and applying primer coat with bitumen emulsion (SS-1) 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 as per clause 502 MoRD data book.
Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD .
Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as wearing corse on a previously prepared base including mixing in suittable plant laying and rolling with a three wheel 80-100 kN static roller capacity finished to required level and grades to be followed by seal coat or either as per Technical specification clause 508
Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specific levels grade and cross fall using type-C as per Technical Specification Clause 510.
ARVIND KUMAR SINGH
J P S CONSTRUCTION
M/S RAJA RAM SINGH
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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