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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹2.5 L (0.64%)Admitted-Finance | ₹3.9 Cr+₹2.5 L (0.64%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Ramchandra Kothari L1 | Ramawtar Agarwala L2 |
|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From Private land. | 4,737.41 | Cum | 250 ₹11,84,352.5 Lowest | 260 ₹12,31,726.6 |
| 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. | 16.95 | Cum | 3,000 ₹50,850 Lowest | 3,200 ₹54,240 |
| 3.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to
achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 18.4 | Cum | 4,600 ₹84,640 | 4,400 ₹80,960 Lowest |
| 4.00 | Prime Coat
(I) Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 80 | Sqm | 60 ₹4,800 | 50 ₹4,000 Lowest |
| 5.00 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry
bituminous surface cleaned with Hydraulic broom as per Technical Specification
Clause 503. | 160 | Sqm | 30 ₹4,800 Lowest | 35 ₹5,600 |
| 6.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous
macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control
to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and
laboratory as directed by the deptt.)
(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification
(A) with 60/70 or VG-30 grade bitumen
(ii) for GradingII(19 mm nominal size) | 4.6 | Cum | 11,000 ₹50,600 | 10,499 ₹48,295.4 Lowest |
| 7.00 | Bituminous Concrete (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 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(
Including cost of testing of materials at site and laboratory as directed by the deptt.)
(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification
(I) with 60/70 or VG-30 grade bitumen
(ii) for Grading-II(13 mm nominal size) | 3.68 | Cum | 12,000 ₹44,160 Lowest | 12,500 ₹46,000 |
| 8.00 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | 931.1 | Cum | 1,500 ₹13,96,650 | 1,300 ₹12,10,430 Lowest |
| 9.00 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
(A) Stone/Boulder | 1,051.05 | Cum | 4,000 ₹42,04,200 Lowest | 4,200 ₹44,14,410 |
| 10.00 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) | 6,984.8 | Cum | 4,475 ₹3,12,56,980 Lowest | 4,500 ₹3,14,31,600 |
Tender Value
₹3.8 Cr
EMD Value
₹7.7 L
Closing Date
17 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, chandmari, Guwahati-781003
SOPD_G_20_21_236 Re-Construction of SH-17 (Raha -Chaparmukh Segment ) at 81st Km by providing boulder protection and boulder spur along erroded portion by river kollong under SOPD-G for the year 2020-21.
2021_PWD_20945_1
CE/DEV/TB/588/2020-21/01
Open Tender
Civil Works
Item Rate
270 days
Raha
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Yes
Empowered Officer, ASRB
₹7.7 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam,
23 Feb 2021
4 Feb 2021
17 Feb 2021
4 Feb 2021
17 Feb 2021
5 Feb 2021
4 Feb 2021 - 17 Feb 2021
5 Feb 2021
Amount
Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From Private land.
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.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
Prime Coat (I) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification (A) with 60/70 or VG-30 grade bitumen (ii) for GradingII(19 mm nominal size)
Bituminous Concrete (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 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification (I) with 60/70 or VG-30 grade bitumen (ii) for Grading-II(13 mm nominal size)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (A) Stone/Boulder
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
Ramawtar Agarwala
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