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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAdmitted-Finance | ₹9.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.8 Cr+₹13.0 L (1.34%)Admitted-Finance | ₹9.8 Cr+₹13.0 L (1.34%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 64 SHANKAR MARRIAGE HOME WEST ARJUN NAGAR AGRA | AGRA | AGRA | UTTAR PRADESH | - | - | Rejected-Technical DISQUALIFY |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFY |
| 5 | Rejected-Technical BIRPARA PO BIRPARA DIST JALPAIGURI W B PIN 735204 | ALIPURDUAR | WEST BENGAL | 735204 | - | - | Rejected-Technical DISQUALIFY |
| Sl No | Description | Qty | Unit | M/S LUCKY TRADERS L1 | M/S KAPOOR STONE SUPPLIERS 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 | 10,800 | cum | 11,34,000 ₹11,34,000 Lowest | 11,88,000 ₹11,88,000 |
| 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) | 4,300 | cum | 1,37,600 ₹1,37,600 | 1,29,000 ₹1,29,000 Lowest |
| 3.00 | 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) | 3,240 | cum | 3,72,600 ₹3,72,600 | 3,56,400 ₹3,56,400 Lowest |
| 4.00 | 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) | 2,966 | cum | 71,92,550 ₹71,92,550 | 71,18,400 ₹71,18,400 Lowest |
| 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 MORTH Specification No. 4.14 (406, B) (Quarry- Marihan) | 1,330 | cum | 53,86,500 ₹53,86,500 | 53,20,000 ₹53,20,000 Lowest |
| 6.00 | 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) | 3,675 | cum | 2,75,62,500 ₹2,75,62,500 Lowest | 2,94,00,000 ₹2,94,00,000 |
| 7.00 | Providing and applying tack coat-1 with bitumen emusion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. As per MORTH Specification No. 5.02 (503-II) | 49,000 | sqm | 6,86,000 ₹6,86,000 | 6,37,000 ₹6,37,000 Lowest |
| 8.00 | Providing and laying Dense graded bituminous macadam (50 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) | 2,450 | cum | 2,62,15,000 ₹2,62,15,000 | 2,57,25,000 ₹2,57,25,000 Lowest |
| 9.00 | Providing and applying tack coat-2 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-I) | 49,000 | sqm | 6,12,500 ₹6,12,500 Lowest | 6,37,000 ₹6,37,000 |
| 10.00 | Providing and laying Bituminous concrete (30mm) 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) | 1,470 | cum | 1,74,93,000 ₹1,74,93,000 | 1,73,46,000 ₹1,73,46,000 Lowest |
Tender Value
₹9.9 Cr
Closing Date
3 Dec 2021, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and Strengthening of LV Road KM-186 To Shekhupur (ODR) Road.
2021_CEALD_648686_1
4917/93C/etendering/P.F.C/2021 Dt 01.11.2021
Open Tender
Civil Works
Item Rate
270 days
pratapgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
Exempted
Pratapgarh Circle, PWD, Pratapgarh
20 Dec 2021
27 Nov 2021
3 Dec 2021
27 Nov 2021
3 Dec 2021
27 Nov 2021
1 Dec 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 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)
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, 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 MORTH Specification No. 4.14 (406, B) (Quarry- Marihan)
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 0.25 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 (50 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 applying tack coat-2 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-I)
Providing and laying Bituminous concrete (30mm) 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)
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).
M/S KAPOOR STONE SUPPLIERS
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