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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 CrAdmitted-Finance | ₹8.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.7 Cr+₹30.3 L (3.59%)Admitted-Finance | ₹8.7 Cr+₹30.3 L (3.59%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 Cr+₹64.7 L (7.67%)Admitted-Finance | ₹9.1 Cr+₹64.7 L (7.67%) | L3 | Admitted-Finance |
| 4 | L4₹9.3 Cr+₹82.8 L (9.81%)Admitted-Finance | ₹9.3 Cr+₹82.8 L (9.81%) | L4 | Admitted-Finance |
| 5 | L5₹9.5 Cr+₹1.0 Cr (12.2%)Admitted-Finance | ₹9.5 Cr+₹1.0 Cr (12.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bansal Highway Infratech Pvt Ltd L8 | R.G BUILDWELL ENGINEERS LTD. L14 | M/S ASHOK KUMAR L15 | M/s A.K. Associates L11 | M/S DHYAN SINGH L2 | M/s PAWANSUT CONSTRUCTION L9 | M/s S Kumar Enterprises L4 | M/S SANJAY ENTERRPRISES L1 | M/S NAV BHARAT TRADING COMPANY L6 | R. A. AND SONS L12 | M/s S S Associates, Alld L5 | M/s Uma constractor L3 | M/S SURYANSH INFRA DEVELOPERS PVT LTD L10 | M/S HAUSALA PRASAD MISHRA L7 | Bajrang Nirman Pvt Ltd L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 4,320 | Sqm | 2.9 ₹12,528 | 3 ₹12,960 | 3 ₹12,960 | 3 ₹12,960 | 2.43 ₹10,497.6 | 2.5 ₹10,800 | 3.8 ₹16,416 | 2 ₹8,640 Lowest | 2 ₹8,640 Lowest | 3 ₹12,960 | 3.5 ₹15,120 | 2.94 ₹12,700.8 | 3 ₹12,960 | 3 ₹12,960 | 10 ₹43,200 |
| 2.00 | 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. (Carted earth work from 2 km) | 26,285 | Cum | 95 ₹24,97,075 | 200 ₹52,57,000 | 180 ₹47,31,300 | 50 ₹13,14,250 Lowest | 135.52 ₹35,62,143.2 | 75 ₹19,71,375 | 80 ₹21,02,800 | 100 ₹26,28,500 | 70 ₹18,39,950 | 205 ₹53,88,425 | 50 ₹13,14,250 Lowest | 165 ₹43,37,025 | 60 ₹15,77,100 | 114 ₹29,96,490 | 100 ₹26,28,500 |
| 3.00 | 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 | 7,401.61 | Cum | 51 ₹3,77,482.11 | 50 ₹3,70,080.5 | 70 ₹5,18,112.7 | 30 ₹2,22,048.3 | 40 ₹2,96,064.4 | 50 ₹3,70,080.5 | 30 ₹2,22,048.3 | 25 ₹1,85,040.25 | 30 ₹2,22,048.3 | 55 ₹4,07,088.55 | 20 ₹1,48,032.2 Lowest | 46 ₹3,40,474.06 | 50 ₹3,70,080.5 | 46 ₹3,40,474.06 | 100 ₹7,40,161 |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 7,204 | Cum | 55 ₹3,96,220 | 60 ₹4,32,240 | 70 ₹5,04,280 | 65 ₹4,68,260 | 40 ₹2,88,160 | 80 ₹5,76,320 | 30 ₹2,16,120 Lowest | 30 ₹2,16,120 Lowest | 70 ₹5,04,280 | 60 ₹4,32,240 | 40 ₹2,88,160 | 50 ₹3,60,200 | 60 ₹4,32,240 | 46 ₹3,31,384 | 100 ₹7,20,400 |
| 5.00 | 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 (Carted earth work from 2 km) | 15,900.05 | Cum | 155 ₹24,64,507.75 | 200 ₹31,80,010 | 180 ₹28,62,009 | 110 ₹17,49,005.5 | 130 ₹20,67,006.5 | 85 ₹13,51,504.25 | 80 ₹12,72,004 | 90 ₹14,31,004.5 | 70 ₹11,13,003.5 Lowest | 200 ₹31,80,010 | 70 ₹11,13,003.5 Lowest | 162 ₹25,75,808.1 | 130 ₹20,67,006.5 | 100 ₹15,90,005 | 100 ₹15,90,005 |
| 6.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 6,721.2 | Cum | 1,795 ₹1,20,64,554 | 2,500 ₹1,68,03,000 | 2,650 ₹1,78,11,180 | 2,500 ₹1,68,03,000 | 2,055.2 ₹1,38,13,410.24 | 2,250 ₹1,51,22,700 | 2,300 ₹1,54,58,760 | 2,000 ₹1,34,42,400 | 2,000 ₹1,34,42,400 | 2,400 ₹1,61,30,880 | 1,700 ₹1,14,26,040 Lowest | 2,085 ₹1,40,13,702 | 2,150 ₹1,44,50,580 | 2,300 ₹1,54,58,760 | 3,000 ₹2,01,63,600 |
| 7.00 | 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. | 3,206 | Cum | 2,370 ₹75,98,220 | 3,000 ₹96,18,000 | 3,050 ₹97,78,300 | 2,900 ₹92,97,400 | 2,458.4 ₹78,81,630.4 | 2,600 ₹83,35,600 | 2,600 ₹83,35,600 | 2,300.22 ₹73,74,505.32 Lowest | 2,500 ₹80,15,000 | 2,800 ₹89,76,800 | 2,700 ₹86,56,200 | 2,475 ₹79,34,850 | 2,550 ₹81,75,300 | 2,800 ₹89,76,800 | 3,000 ₹96,18,000 |
| 8.00 | Providing and applying primer coat with SS-II grade 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. | 28,100 | Sqm | 29 ₹8,14,900 | 30 ₹8,43,000 | 40 ₹11,24,000 | 34 ₹9,55,400 | 22.1 ₹6,21,010 | 22 ₹6,18,200 | 20 ₹5,62,000 | 20 ₹5,62,000 | 29 ₹8,14,900 | 30 ₹8,43,000 | 15 ₹4,21,500 Lowest | 26 ₹7,30,600 | 25 ₹7,02,500 | 25 ₹7,02,500 | 20 ₹5,62,000 |
| 9.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,06,100 | Sqm | 14 ₹14,85,400 | 11 ₹11,67,100 | 15 ₹15,91,500 | 15 ₹15,91,500 | 9.75 ₹10,34,475 | 9 ₹9,54,900 Lowest | 10 ₹10,61,000 | 10 ₹10,61,000 | 10 ₹10,61,000 | 13 ₹13,79,300 | 12 ₹12,73,200 | 11 ₹11,67,100 | 12 ₹12,73,200 | 12 ₹12,73,200 | 10 ₹10,61,000 |
| 10.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 clause No. 505 complete in all respects. (Grading-I) | 5,703.5 | Cum | 7,995 ₹4,55,99,482.5 | 8,500 ₹4,84,79,750 | 8,700 ₹4,96,20,450 | 8,000 ₹4,56,28,000 | 6,486.21 ₹3,69,94,098.74 | 7,600 ₹4,33,46,600 | 7,000 ₹3,99,24,500 | 6,400.22 ₹3,65,03,654.77 Lowest | 7,800 ₹4,44,87,300 | 8,000 ₹4,56,28,000 | 8,000 ₹4,56,28,000 | 6,539 ₹3,72,95,186.5 | 8,000 ₹4,56,28,000 | 7,000 ₹3,99,24,500 | 8,500 ₹4,84,79,750 |
Tender Value
₹11.8 Cr
Closing Date
24 Aug 2021, 12:00 pmClosed
SE, Prayagraj Circle, PWD, Prayagraj
Office of the SE, Prayagraj Circle, PWD, Prayagraj
Samda Chauraha se Bambupur marg (ODR) ka chaurikaran and sudhrikaran ka karya
2021_CEALD_609714_1
7724/11Kam-B-Pra.Vritt/2021-22 Dt. 27-07-2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Kaushambi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,336
Exempted
Prayagraj
20 Sept 2021
9 Aug 2021
24 Aug 2021
9 Aug 2021
24 Aug 2021
9 Aug 2021
11 Aug 2021
Amount
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
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. (Carted earth work from 2 km)
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 embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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 (Carted earth work from 2 km)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
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.
Providing and applying primer coat with SS-II grade 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 emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 clause No. 505 complete in all respects. (Grading-I)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
P/L of Interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504 (rubber moulded) Zigzag Tile inclg all labour material T&P etc complete
P.C.C. grade M 10 (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202, 1203
P.C.C. grade M 15 (1:2:4) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203
Brick work M-150 Maslonry work in cement mortar1:3 in foundation complete
Pointing Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
S/l of 600mm dia NP-3 H.P. culvert inclg all labour T&P etc complete
M/S DHYAN SINGH
M/s Uma constractor
M/s S Kumar Enterprises
M/s S S Associates, Alld
M/S NAV BHARAT TRADING COMPANY
M/S HAUSALA PRASAD MISHRA
Bansal Highway Infratech Pvt Ltd
M/s PAWANSUT CONSTRUCTION
M/S SURYANSH INFRA DEVELOPERS PVT LTD
M/s A.K. Associates
R. A. AND SONS
Bajrang Nirman Pvt Ltd
R.G BUILDWELL ENGINEERS LTD.
M/S ASHOK KUMAR
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