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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.3 Cr+₹18.5 L (16.9%)Rejected-AOC | ₹1.3 Cr+₹18.5 L (16.9%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹1.4 Cr+₹35.1 L (32.1%)Rejected-AOC DISTT BARMER | BARMER | ₹1.4 Cr+₹35.1 L (32.1%) | L3 | Rejected-AOC Being L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm does not submitted shortfall documents |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
2 Jul 2020, 11:00 amClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
CONST EXEC OF RESURFCING OF HELIPADS EXC IN SMB GSB 10 CM GSB 15 CM, WMM 7pt50 CM10 CM DBM 10 CM BC 4 / 5 CM TH B FILLING DRESSING SOLAR CATS EYE, WIND SOCK R MARKING HELIPAD AND ROAD AT RAMSAR RANASAR BIJDIYAR 96 RCC 45 TF CHETAK RAJ
2020_BRO_562837_1
CE (P) CTK/01/2020-21
Open Tender
Civil Works - Roads
Item Rate
120 days
ROAD AT RAMSAR RANASAR BIJDIYAR
As per Tender Documents
13 documents required · 13 mandatory
₹0
₹1.8 L
Yes
HQ CE PROJECT CHETAK, BIKANER
16 Oct 2020
6 Jun 2020
3 Jul 2020
8 Jun 2020
2 Jul 2020
12 Jun 2020
8 Jun 2020 - 12 Jun 2020
11 Jun 2020
Amount
PART : I (RE-SURFACING) - HELIPAD AT RAMSAR
Execution of resurfacing works by providing and laying 4.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 507 of MORT&H specifications for road and brige work (Fifth revision) including cleaning of road surface, applying tack coat, laying by paver finisher, rolling and compaction to specified compacted thickness for resurfacing works and correction works with BC material at Ramsar Helipad under 96 RCC/45 BRTF Project Chetak in the The State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract
PART : II (RE-SURFACING) - HELIPAD AT RANASAR
Execution of resurfacing works by providing and laying 4.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 507 of MORT&H specifications for road and brige work (Fifth revision) including cleaning of road surface, applying tack coat, laying by paver finisher, rolling and compaction to specified compacted thickness for resurfacing works and correction works with BC material at Ranasar Helipad under 96 RCC/45 BRTF Project Chetak in the The State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract
PART : III (CONSTRUCTION) - HELIPAD AT BIJDIYAR
Rough excavation in soil/soil mixed with boulders getting cut and disposing all excavated material lead uptp 5 m and upto 1.50m deep (by machine) for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the The State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract
Earth work in embankment excluding excavation of earthand filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to the required slope & level not exceeding 1.5 m high above the base in ordinary soil in plain roads (By machine) for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the The State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract
Preparation of subgrade in SMB by excavating upto 20cm average depth, dressing excavated earth to required camber or super elevation and compacting with power roller including watering and disposal of surplus earthwithin a lead of 30 m for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the The State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract
Providing, Laying, Spreading and Compacting graded stone aggregate Grading - I as per Table- 400-1 of MORTH Specifications for Road & Bridge Works (Fifth Revision) Granular Sub Base (GSB) 100 mm thick (compacted) (with Stone Aggregate) including supply of material, spreading in layers watering and compaction all complete for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing, Laying, Spreading and Compacting graded stone aggregate Grading - I as per Table- 400-1 of MORTH Specifications for Road & Bridge Works (Fifth Revision) Granular Sub Base (GSB) 150 mm thick (compacted) (with Stone Aggregate) including supply of material, spreading in layers watering and compaction all complete for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORTH Specifications for Road & Bridge Works (Fifth Revision) for Wet Mix Macadam 10.00 cm thick compacted including premixing the materials with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding for surfacing works for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORTH Specifications for Road & Bridge Works (Fifth Revision) for Wet Mix Macadam 7.50 cm thick compacted including premixing the materials with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding for surfacing works for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and Laying 10.00 cm thick (compacted) Dense Bituminous Macadam layer with HMP mix precoated stone aggregate physical requirement / grading / mix composition requirement as per Table 500-8/9/10 of MORTH Specifications for Road & Bridge Works (Fifth Revision) respectively with minimum 4.50% binder asphalt 60/70 or VG-30 by weight of total mix all as specified in Clause 505 of MORT&H specifications for road & bridge works (Fifth revision) including cleaning of road surface,applying of prime and tack coat, laying by paver finisher, rolling and compacting to specified compacted thickness for surfacing works for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and Laying 5.00 cm thick (compacted) BC (Bituminous Concrete) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt 60/70 or VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and brige work (Fifth revision) including cleaning of raod surface, applying tack coat, laying by paver finisher, rolling and compaction to specified compacted thickness for surfacing works for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Execution of road marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (Fifth revision) including preparation of surface and application for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and fixing of road stud (Solar Cats Eye) for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and fixing of Wind Sock for construction of Bijdiyar Helipad under 96 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
OM PRAKASH JAIN AND COMPANY
Tansingh Chouhan
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