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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.1 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹90.2 L+₹6.1 L (7.24%)Rejected-AOC | L2 | Rejected-AOC Being L2 | |
| 3 | L3₹93.9 L+₹9.8 L (11.7%)Rejected-AOC | L3 | Rejected-AOC Being L3 | |
| 4 | L4₹94.8 L+₹10.7 L (12.7%)Rejected-AOC | L4 | Rejected-AOC Being L4 | |
| 5 | L5₹97.1 L+₹13.1 L (15.5%)Rejected-AOC | L5 | Rejected-AOC Being L5 |
Tender Value
₹88 L
EMD Value
₹1.6 L
Closing Date
4 Dec 2020, 11:00 amClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
EXECUTION OF RESURFACING AND EXTENSION OF HELIPADS FMN WKS PERMANENT WK AND SURF WK PART I HELIPAD AT NORTH CAMP FROM 50 X 50 MTR TO 50 X 75 MTR AND PART II HELIPAD AT CHIDASAR FROM 50 X 50 MTR TO 50 X 75 MTR UNDER 101 RCC 49 TF CTK IN RAJASTHAN
2020_BRO_595288_1
CE (P) CTK/12/2020-21
Open Tender
Civil Works - Roads
Item Rate
90 days
HELIPAD AT NORTH CAMP AND CHIDASAR
As per Tender Documents
13 documents required · 13 mandatory
₹0
₹1.6 L
Yes
HQ CE PROJECT CHETAK, BIKANER
23 Dec 2020
5 Nov 2020
5 Dec 2020
6 Nov 2020
4 Dec 2020
13 Nov 2020
6 Nov 2020 - 13 Nov 2020
12 Nov 2020
Amount
PART : I - HELIPAD AT NORTH CAMP (Formation works)
Earth work in embankment including excavation of earth and filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering rolling and finishing to the required slope & level in ordinary soil (By machine) for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
PART : I - HELIPAD AT NORTH CAMP (Permanent works)
Excavation in trenches in soil/ soil mixed with boulders including dressing bottom and sides getting out and disposing all excavated material for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement concrete (1 Cement : 4 Sand : 8 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement concrete (1 Cement : 2 Sand : 4 Stone aggregate of size 2 cm graded downwards) for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Walling with brick work in CM 1:6 constructed with Class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond in required thickness for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Walling with brick work in CM 1:4 constructed with Class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond in required thickness for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement Plaster 1:6 (1 cement : 6 Sand) 1.2 cm thick for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Brick Appron 11.25 cm thick with First Class bricks of size 23cm x 11.25 cm x 7.5 cm in cement mortar 1:6 for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
PART : I - HELIPAD AT NORTH CAMP (Surfacing works)
Preparation of subgrade in SMB by excavating upto 20 cm average depth, dressing excavated earth to required camber, removal of local humps or depressions and compacting with power roller including watering and disposal of surplus earth, for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in 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 MORT&H 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 North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Scarifying existing BT Surface in the manner to avoid any horizontal shear failure with overlaid WMM work for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in 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 as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORT&H 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 North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. 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) 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 North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and Laying 3.00 cm thick (compacted) BC (Bituminous Concrete) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-17/18/19 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 North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Execution of marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORT&H specifications for road and bridge works (Fifth revision) including preparation of surface and application for construction of North Camp Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
PART : II - HELIPAD AT CHIDASAR (Formation works)
Earth work in embankment including excavation of earth and filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering rolling and finishing to the required slope & level in ordinary soil (By machine) for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
PART : II - HELIPAD AT CHIDASAR (Permanent works)
Excavation in trenches in soil/ soil mixed with boulders including dressing bottom and sides getting out and disposing all excavated material for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement concrete (1 Cement : 4 Sand : 8 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement concrete (1 Cement : 2 Sand : 4 Stone aggregate of size 2 cm graded downwards) for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Walling with brick work in CM 1:6 constructed with Class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond in required thickness for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Walling with brick work in CM 1:4 constructed with Class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond in required thickness for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Cement Plaster 1:6 (1 cement : 6 Sand) 1.2 cm thick for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Brick Appron 11.25 cm thick with First Class bricks of size 23cm x 11.25 cm x 7.5 cm in cement mortar 1:6 for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
PART : II - HELIPAD AT CHIDASAR (Surfacing works)
Preparation of subgrade in SMB by excavating upto 20 cm average depth, dressing excavated earth to required camber, removal of local humps or depressions and compacting with power roller including watering and disposal of surplus earth, for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in 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 MORT&H 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 Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Scarifying existing BT Surface in the manner to avoid any horizontal shear failure with overlaid WMM work for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in 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 as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORT&H 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 Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. 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) 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 Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Providing and Laying 3.00 cm thick (compacted) BC (Bituminous Concrete) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-17/18/19 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 Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
Execution of marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORT&H specifications for road and bridge works (Fifth revision) including preparation of surface and application for construction of Chidasar Helipad under 101 RCC/49 BRTF Project Chetak in the State of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.
AMIT ENTERPRISES
M/s Raja construction company
Ridhi Sidhi Infratech
Pawansut Infra Projects Pvt. Ltd.
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