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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC UTTAR PRADESH UP | GHAZIABAD | UTTAR PRADESH | 201001 | ₹5.1 Cr | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.50505034.00 |
| 2 | L2₹5.2 Cr+₹13.0 L (2.57%)Rejected-Finance 0 JAGDISHPUR SOHOULI MARTINGANJ TEH MARTINGANJ AZAMGARH UTTAR PRADESH 276301 | AZAMGARH | UTTAR PRADESH | 276301 | ₹5.2 Cr+₹13.0 L (2.57%) | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹5.2 Cr+₹14.9 L (2.96%)Rejected-Finance | ₹5.2 Cr+₹14.9 L (2.96%) | L3 | Rejected-Finance Rejected due to higher rate quoted |
| 4 | L4₹5.8 Cr+₹75.6 L (15.0%)Rejected-Finance | ₹5.8 Cr+₹75.6 L (15.0%) | L4 | Rejected-Finance Rejected due to higher rate quoted |
| Sl No | Description | Qty | Unit | M/S ANAND ENTERPRISES L2 | Narayan Construction L3 | SUBEDAR SINGH CONTRACTOR L4 | M/S S.K. ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork 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 transporting to the embankment location within all lifts and lead upto 1000m | 2,450 | Cum | 3 ₹7,350 Lowest | 50 ₹1,22,500 | 30 ₹73,500 | 40.34 ₹98,823.2 |
| 2.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 2,290 | Cum | 2,200 ₹50,38,000 Lowest | 2,700 ₹61,83,000 | 3,100 ₹70,99,000 | 3,072.95 ₹70,37,055.5 |
| 3.00 | Rubber moulded reflective Zig-Zeg 80 mm. Providing and Laying of interlocking Concrete Block Pavements having thickness 80 mm etc. 1504. S.I.No.6.7 1500 MORD (SOR No. 6.7) | 11,450 | Sqm | 580 ₹66,41,000 Lowest | 600 ₹68,70,000 | 650 ₹74,42,500 | 639.73 ₹73,24,908.5 |
| 4.00 | Providing and laying Reinforced cement concrete in M-15 grade concrete in foundation including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification. | 91 | Cum | 4,100 ₹3,73,100 | 4,000 ₹3,64,000 Lowest | 6,000 ₹5,46,000 | 5,151.51 ₹4,68,787.41 |
| 5.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H clause 406. Sl. no. 4.12 (including cost of all material & taxes but Excluding cost of G.S.T.) | 240 | Cum | 2,400 ₹5,76,000 Lowest | 2,800 ₹6,72,000 | 3,300 ₹7,92,000 | 3,470.74 ₹8,32,976.88 |
| 6.00 | Providing and applying primer coat with 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. | 3,200 | Sqm | 30 ₹96,000 | 20 ₹64,000 Lowest | 29 ₹92,800 | 32.72 ₹1,04,704 |
| 7.00 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface as per Technical Specification Clause 503 of MORD. | 73,230 | Sqm | 12 ₹8,78,760 | 7 ₹5,12,610 Lowest | 10 ₹7,32,300 | 117.97 ₹86,38,943.1 |
| 8.00 | Providing and laying Dense Graded Bituminous Macadam (DBM) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l 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. 507 no. 5.6 complete in all respects. | 2,270 | Cum | 9,000 ₹2,04,30,000 | 8,600 ₹1,95,22,000 | 9,650 ₹2,19,05,500 | 7,957.86 ₹1,80,64,342.2 Lowest |
| 9.00 | Providing and laying Bituminous Concrete (BC) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 no. 5.8 complete in all respects | 1,210 | Cum | 10,000 ₹1,21,00,000 | 9,000 ₹1,08,90,000 | 9,900 ₹1,19,79,000 | 800 ₹9,68,000 Lowest |
| 10.00 | P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes LKO SOR ch 26 SI No 2 morth 803(8.13) | 1,690 | Sqm | 300 ₹5,07,000 Lowest | 300 ₹5,07,000 Lowest | 410 ₹6,92,900 | 416.16 ₹7,03,310.4 |
Tender Value
₹7.5 Cr
EMD Value
₹15 L
Closing Date
13 Feb 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Ayodhya/Ambedkarnagar Circle , PWD, Ayodhya (UP)
Maintenance of different roads at Industrial area Kursi road District Barabanki
2025_CEUFZ_998511_1
422/1KAM(BARA)E-Tendering/2025 Date 20-01-2025
Open Tender
Civil Works
Item Wise
365 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹15 L
Yes
Ayodhya
1 Sept 2025
28 Jan 2025
13 Feb 2025
28 Jan 2025
13 Feb 2025
28 Jan 2025
5 Feb 2025
Amount
Excavation for roadwork 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 transporting to the embankment location within all lifts and lead upto 1000m
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Rubber moulded reflective Zig-Zeg 80 mm. Providing and Laying of interlocking Concrete Block Pavements having thickness 80 mm etc. 1504. S.I.No.6.7 1500 MORD (SOR No. 6.7)
Providing and laying Reinforced cement concrete in M-15 grade concrete in foundation including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification.
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H clause 406. Sl. no. 4.12 (including cost of all material & taxes but Excluding cost of G.S.T.)
Providing and applying primer coat with 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.
Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface as per Technical Specification Clause 503 of MORD.
Providing and laying Dense Graded Bituminous Macadam (DBM) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l 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. 507 no. 5.6 complete in all respects.
Providing and laying Bituminous Concrete (BC) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 no. 5.8 complete in all respects
P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes LKO SOR ch 26 SI No 2 morth 803(8.13)
S/f of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/ 3-M (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective surface to reflect
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion One each side (1.20x0.90)
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.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Providing and laying Reinforced cement concrete in M-25 grade concrete in foundation including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Providing and laying Reinforced cement concrete in M-30 grade concrete in foundation including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.
Providing weep holes in Brick masonry/ Plain / Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
M/S ANAND ENTERPRISES (BID ID -4923359)
Narayan Construction (BID ID -4939345)
SUBEDAR SINGH CONTRACTOR (BID ID -4948899)
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