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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 CrAdmitted-Finance | ₹20.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.1 CrAdmitted-Finance | ₹21.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per Prahari Evaluation |
| 4 | Rejected-Technical NULL | - | - | Rejected-Technical As per Prahari Evaluation |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per Prahari Evaluation |
| Sl No | Description | Qty | Unit | Shri Krishna And Company L1 | Raj Shyama Constructions Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 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 as per MoRTH specification 2019. clase 3.6 -301 | 7,884 | Cum | 60.6 ₹4.8 L | 65 ₹5.1 L |
| 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. as per MoRTH specification 2019 | 16,753.5 | Cum | 128.1 ₹21.5 L | 120 ₹20.1 L |
| 3.00 | Construction of granular sub-base by providing close graded Material, sprading in uniform layer with moter grader on prepared surface and mixing by mix in place method with fron and loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MORTH 2019 clause 401 - 401 | 8,444 | Cum | 4,957.4 ₹4.2 Cr | 5,050 ₹4.3 Cr |
| 4.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (As per MORT&H 2019 specification 4.14-406 | 9,259.59 | Cum | 9,130 ₹8.5 Cr | 9,400 ₹8.7 Cr |
| 5.00 | Construction of embankment for patri 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 specification 2019 . | 12,838.88 | Cum | 129 ₹16.6 L | 130 ₹16.7 L |
| 6.00 | Providing & applying tack coat with Bitumen VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom including cost of all types of materials, labour, T&P etc. required for proper completion of the work as per MoRTH specification 2019 Cluase No. 5.2-503. | 79,450 | Sqm | 19 ₹15.1 L | 20 ₹15.9 L |
| 7.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 2019 clause No. 5.04- 505 complete in all respects. | 3,832.5 | Cum | 12,187 ₹4.7 Cr | 12,200 ₹4.7 Cr |
| 8.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 2019 clause No. 5.05- 507 complete in all respects | 1,986.25 | Cum | 13,836.5 ₹2.7 Cr | 13,600 ₹2.7 Cr |
| 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MoRTH specification 2019 clause No. 3.13-304 complete in all respects | 288 | Cum | 248.4 ₹71,539.20 | 250 ₹72,000 |
| 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 compacted by vibration including curing for 14 days. as per MoRTH specification 2019 clause 9.03 in all respects | 36 | Cum | 7,011.5 ₹2.5 L | 7,000 ₹2.5 L |
Tender Value
₹15.7 Cr
Closing Date
24 Dec 2021, 12:00 pmClosed
SE BDN PBT CIRCLE PWD BAREILLY
OFFICE OF THE SE BDN PBT CIRCLE PWD BAREILLY
REFER TENDER DOCUMENT
2021_CEBLY_658897_1
7829(1)/7NIVIDA8/21-22DT161221
Open Tender
Civil Works - Roads
270 days
BUDAUN
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
Exempted
OFFICE OF THE SE BDN PBT CIRCLE PWD BAREILLY
14 Mar 2022
18 Dec 2021
24 Dec 2021
18 Dec 2021
24 Dec 2021
18 Dec 2021
20 Dec 2021
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 as per MoRTH specification 2019. clase 3.6 -301
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 specification 2019
Construction of granular sub-base by providing close graded Material, sprading in uniform layer with moter grader on prepared surface and mixing by mix in place method with fron and loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MORTH 2019 clause 401 - 401
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (As per MORT&H 2019 specification 4.14-406
Construction of embankment for patri 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 specification 2019 .
Providing & applying tack coat with Bitumen VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom including cost of all types of materials, labour, T&P etc. required for proper completion of the work as per MoRTH specification 2019 Cluase No. 5.2-503.
Providing and laying dense graded bituminous macadam 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 2019 clause No. 5.04- 505 complete in all respects.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 2019 clause No. 5.05- 507 complete in all respects
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MoRTH specification 2019 clause No. 3.13-304 complete in all respects
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. as per MoRTH specification 2019 clause 9.03 in all respects
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. as per MoRTH specification 2019 in all respects clause 14.01
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. as per MoRTH specification 2019 clause No. 1600 complete in all respects clause 14.02-1600
Raj Shyama Constructions Pvt. Ltd.
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