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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.4 Cr+₹14.3 L (1.98%)Admitted-Finance HOLDING NO 06 623 GYAN VILLA MANAV KALYAN ROAD OPP BRAHMA KUMARI ASHRAM LANE TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹7.4 Cr+₹14.3 L (1.98%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per approved TBOO |
| Sl No | Description | Qty | Unit | Vinay Bhardwaj L1 | M/s. GRRB ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00Providing, laying and compaction for DBM 60 mm, BC 30 mm, along with Tack Coat, Prime Coat, road marking with thermoplastic paint for surfacing work from KM KM 151.800 TO KM 158.000 FOR SURFACING WORKS ON ROAD HUNLI-METENGLIANG-HAYULIANG | |||||
| 1.01 | Providing, laying and compaction of 60 mm thick DBM (Dense Bituminous Macadam) layer over WMM surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table:500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and bridge works (Fifth Revision) mixed with minimum 4.7% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect and all as specified and directed by Engineer-In-Charge. | 2,621.28 | Cum | - | - |
| 1.02 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface, with pre-coated stone chips grading confirming to Table:500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and bridge works (Fifth revision) mixed with minimum 5.6% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge. | 1,310.64 | Cum | - | - |
| 1.03 | Providing and applying Prime Coat over WMM surface by mechanical mean confirming to clause 502 of MoRT&H specifications with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraing primer @ of 7.5 Km/10 Sqm (RS-1 grade) using emulsion pressure distributor, all complete as per clause 502 of to MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge. | 43,688 | Sqm | - | - |
| 1.04 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm (RS-1 grade) or using low viscocity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of to MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge | 87,376 | Sqm | - | - |
| 1.05 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MoRT&H Specification for Road & Bridge (5th Revision): 803.4 and IRC/IS Codes as applicable including preparation of surface and application complete in all respect all as specified and directed by Engineer-In-Charge. | 1,981.3 | Sqm | - | - |
Tender Value
₹6.2 Cr
EMD Value
₹6.3 L
Closing Date
28 May 2020, 11:00 amClosed
The Chief Engineer Project Udayak
HQ CE (P) Udayak, C/O 99 APO, PIN- 931715
P L and C of surfacing works for DBM 60 mm, BC 30 mm compacted thick between km 151.800 to km 158.000 on road Hunli-Mentengliang-Hayuliang under 1446 BCC, 48 TF of Project Udayak in Arunachal Pradesh State
2020_BRO_557667_1
TENDER No. CE (P) UDAYAK-01 of 2020-21
Open Tender
Civil Works - Roads
Item Rate
270 days
1446 BCC, H-M-H road
As per Tender Documents
5 documents required · 5 mandatory
₹0
₹6.3 L
Yes
HQ CE (P) Udayak
20 Jun 2020
5 May 2020
29 May 2020
5 May 2020
28 May 2020
21 May 2020
5 May 2020 - 19 May 2020
20 May 2020
Amount
Providing, laying and compaction for DBM 60 mm, BC 30 mm, along with Tack Coat, Prime Coat, road marking with thermoplastic paint for surfacing work from KM KM 151.800 TO KM 158.000 FOR SURFACING WORKS ON ROAD HUNLI-METENGLIANG-HAYULIANG
Providing, laying and compaction of 60 mm thick DBM (Dense Bituminous Macadam) layer over WMM surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table:500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and bridge works (Fifth Revision) mixed with minimum 4.7% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect and all as specified and directed by Engineer-In-Charge.
Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface, with pre-coated stone chips grading confirming to Table:500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and bridge works (Fifth revision) mixed with minimum 5.6% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge.
Providing and applying Prime Coat over WMM surface by mechanical mean confirming to clause 502 of MoRT&H specifications with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraing primer @ of 7.5 Km/10 Sqm (RS-1 grade) using emulsion pressure distributor, all complete as per clause 502 of to MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge.
Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm (RS-1 grade) or using low viscocity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of to MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MoRT&H Specification for Road & Bridge (5th Revision): 803.4 and IRC/IS Codes as applicable including preparation of surface and application complete in all respect all as specified and directed by Engineer-In-Charge.
M/s. GRRB ASSOCIATES
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