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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 Cr+₹7.1 L (1.58%)Admitted-Finance | ₹4.5 Cr+₹7.1 L (1.58%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹7.9 L (1.76%)Admitted-Finance | ₹4.5 Cr+₹7.9 L (1.76%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical 158 H 2 OM PRAKASH NAGAR RAJURUPUR PRAYAGRAJ | - | - | Rejected-Technical DISQUALIFY |
| Sl No | Description | Qty | Unit | JASORIA BUILDERS L1 | M/S SHANKAR CONSTRUCTION L3 | Vijai Construction (India) Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment 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. As per MORTH clause 3.16 & 305 | 12,000 | cum | 11,52,000 ₹11,52,000 | 11,40,000 ₹11,40,000 Lowest | 12,60,000 ₹12,60,000 |
| 2.00 | Excavation for roadwrok in soil with hydraulic excavator including cutting and loaidng 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. As per MORTH Spec. No. 3.06 (301) | 2,300 | cum | 1,26,500 ₹1,26,500 Lowest | 1,42,600 ₹1,42,600 | 1,65,600 ₹1,65,600 |
| 3.00 | Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per MORTH Specification No. 4.01 (401) (Quarry- Shankargarh) | 2,323 | cum | 71,19,995 ₹71,19,995 | 59,93,340 ₹59,93,340 Lowest | 60,39,800 ₹60,39,800 |
| 4.00 | Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with 1% cement (OPC) and 3.5% bitumen emulsion (SS-2) in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406 (Quarry-Marihan) | 1,540 | cum | 1,17,19,400 ₹1,17,19,400 | 1,16,27,000 ₹1,16,27,000 | 1,14,57,600 ₹1,14,57,600 Lowest |
| 5.00 | Providing and applying tack coat-1 with bitumen emusion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. As per MORTH Specification No. 5.02 (503-II) | 30,800 | sqm | 3,63,440 ₹3,63,440 Lowest | 4,69,700 ₹4,69,700 | 4,74,320 ₹4,74,320 |
| 6.00 | Providing and laying Dense graded bituminous macadam (65 mm) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 No. 5.4 (505, B) (Quarry-Dala) | 1,001 | cum | 1,10,61,050 ₹1,10,61,050 Lowest | 1,18,61,850 ₹1,18,61,850 | 1,17,81,770 ₹1,17,81,770 |
| 7.00 | Providing and laying Bituminous concrete (30 mm) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 percent 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 aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction As per MORTH Specification No. 5 (507, B) (Quarry-Dala) | 462 | cum | 55,90,200 ₹55,90,200 Lowest | 59,13,600 ₹59,13,600 | 58,76,640 ₹58,76,640 |
| 8.00 | Construction of sub grade and earthen shoulders with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 As per MORTH Specification No. 3.18, (305) | 2,800 | cum | 2,10,000 ₹2,10,000 Lowest | 2,18,400 ₹2,18,400 | 2,52,000 ₹2,52,000 |
| 9.00 | 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 materials. As per MORTH Spec. No. 9.01 (304, B(I) | 672 | cum | 36,960 ₹36,960 | 34,944 ₹34,944 Lowest | 40,320 ₹40,320 |
| 10.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compaced by vibration including curing for 14 days. As per MORTH Specification No. 9.03 (304) | 132 | cum | 7,26,000 ₹7,26,000 Lowest | 8,18,400 ₹8,18,400 | 8,05,200 ₹8,05,200 |
Tender Value
₹4.5 Cr
Closing Date
4 Dec 2021, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and Strengthening of Lucknow-Varanasi Road (NH-731) To Dhakwa Ibrahimpur (ODR) Road.
2021_CEALD_648615_1
4971/93C/etendering/P.F.C/2021 Dt 08.11.2021
Open Tender
Civil Works
Item Rate
150 days
pratapgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
Yes
Exempted
Pratapgarh Circle, PWD, Pratapgarh
14 Dec 2021
27 Nov 2021
4 Dec 2021
27 Nov 2021
4 Dec 2021
27 Nov 2021
30 Nov 2021
Construction of embankment 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. As per MORTH clause 3.16 & 305
Excavation for roadwrok in soil with hydraulic excavator including cutting and loaidng 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. As per MORTH Spec. No. 3.06 (301)
Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per MORTH Specification No. 4.01 (401) (Quarry- Shankargarh)
Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with 1% cement (OPC) and 3.5% bitumen emulsion (SS-2) in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406 (Quarry-Marihan)
Providing and applying tack coat-1 with bitumen emusion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. As per MORTH Specification No. 5.02 (503-II)
Providing and laying Dense graded bituminous macadam (65 mm) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 No. 5.4 (505, B) (Quarry-Dala)
Providing and laying Bituminous concrete (30 mm) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 percent 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 aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction As per MORTH Specification No. 5 (507, B) (Quarry-Dala)
Construction of sub grade and earthen shoulders with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 As per MORTH Specification No. 3.18, (305)
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 materials. As per MORTH Spec. No. 9.01 (304, B(I)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compaced by vibration including curing for 14 days. As per MORTH Specification No. 9.03 (304)
RCC Grade M20 using batching plant transit mixer & manual placing. As per MORTH Specification No. 12.08 (1500, 1700, 2100-C, Case-i) for U drain.
RCC Grade M25 using batching plant transit mixer & manual placing. As per MORTH Specification No. 12.08 (1500, 1700, 2100-E, Case-ii) (RCC grade M25 for Extension Box culvert.)
Supply, fitting and palcing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specification. As per MORTH Specification No. 12.42 (1600)
Providing and Laying 40mm. Guage ballast with stone dust Complete as per S.I. No. 293 in foundation
Supply and Laying of 350 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.
Supply and Laying of 600 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.
Supply and Laying of 1000 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.
Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and Technical specification. As per MORTH Specification No. 15.04 (1300)
Pointing with cement mortar (1:3) on brick work in substructure as per technical specification. As per MORTH Specification No. 15.08 (1300 & 2200).
Plastering with cement mortar (1:3) on brick work in substructure as per technical specification. As per MORTH Specification No. 15.09 (1300 & 2200).
Vijai Construction (India) Private Limited
M/S SHANKAR CONSTRUCTION
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