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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 CrAdmitted-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | ₹19.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.5 CrAdmitted-Finance | ₹21.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S S CONSTRUCTION L1 | S P AND CO L2 |
|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION FOR WMM 75 MM THICK MECHANICAL MIX (PUG MILL),DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX), APPLYING PRIME COAT AND TACK COAT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 1.350 TO KM 26.300 ON ROAD PONGCHAU-KUNSA OF 103 RCC UNDER 752 BRTF OF PROJECT UDAYAK IN ARUNACHAL PRADESH STATE | |||||
| 1.01 | Providing, laying, spreading and compactiongraded stone aggregate grading as per table 400-13 and satisfying the physical requirement as per table No.400-12 of MoRT&H spcns for Wet Mix Macadam spcns to a thichness of 75 mm including premixing the material with water to OMC in Mechanical mix (Pug mill) laying in uniform layers in sub base/base coarse on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding completedin all respect as directed by Engineer-In-Charge. | 7,396.34 | Cum | 4,750.91 ₹3.5 Cr | 4,895.81 ₹3.6 Cr |
| 1.02 | Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over existing road Surface including preparation/scarification and correction of existing surface wherever required 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 4.5% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 4,930.89 | Cum | 17,191.91 ₹8.5 Cr | 19,991.88 ₹9.9 Cr |
| 1.03 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer over DBM 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 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 2,958.53 | Cum | 21,495.91 ₹6.4 Cr | 24,495.91 ₹7.2 Cr |
| 1.04 | Providing and applying Prime Coat over WMM surface by mechanical mean confirming to clause 502 of MORT&H specification with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer @ of 7.5 kg/10 sqm (RS-1 grade) using emulsion pressure distributer, all complete as per clause 502 of MoRT&H Specification of Road & Bridge (5th Revision) complete in all respect all as specifed and directed by Engineer-In-Charge. | 98,617.8 | Sqm | 42.91 ₹42.3 L | 48.92 ₹48.2 L |
| 1.06 | Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity 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 MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge. | 98,617.8 | Sqm | 22.91 ₹22.6 L | 28.74 ₹28.3 L |
Tender Value
₹15.1 Cr
EMD Value
₹11.0 L
Closing Date
20 Mar 2023, 12:00 pmClosed
The Chief Engineer, Project Udayak
HQ CE (P) Udayak, C/O 99 APO, PIN 931715
P, L AND C FOR WMM 75 MM TK ,,DBM 50 MM TK, BC 30 MM TK ,APPLYING P/COAT AND T/COAT ALL AS PER MORTH SPCN (5th REVISION) FM KM 1.350 TO KM 26.300 ON RD P-K OF 103 RCC/752 BRTF OF PROJECT UDAYAK IN AR. PRADESH STATE
2023_BRO_585112_1
CE (P) Udayak/19/2022-23
Open Tender
Civil Works
240 days
Bet Km 1.35 to Km 26.30 on rd Pongchau-Kunsa
As per Tender document
5 documents required · 5 mandatory
₹0
₹11.0 L
Yes
HQ CE (P) Udayak, C/O 99 APO, PIN 931715
24 Mar 2023
9 Mar 2023
21 Mar 2023
9 Mar 2023
20 Mar 2023
15 Mar 2023
13 Mar 2023 - 14 Mar 2023
14 Mar 2023
Amount
PROVIDING, LAYING AND COMPACTION FOR WMM 75 MM THICK MECHANICAL MIX (PUG MILL),DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX), APPLYING PRIME COAT AND TACK COAT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 1.350 TO KM 26.300 ON ROAD PONGCHAU-KUNSA OF 103 RCC UNDER 752 BRTF OF PROJECT UDAYAK IN ARUNACHAL PRADESH STATE
Providing, laying, spreading and compactiongraded stone aggregate grading as per table 400-13 and satisfying the physical requirement as per table No.400-12 of MoRT&H spcns for Wet Mix Macadam spcns to a thichness of 75 mm including premixing the material with water to OMC in Mechanical mix (Pug mill) laying in uniform layers in sub base/base coarse on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding completedin all respect as directed by Engineer-In-Charge.
Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over existing road Surface including preparation/scarification and correction of existing surface wherever required 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 4.5% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix 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 over DBM 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 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and 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 specification with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer @ of 7.5 kg/10 sqm (RS-1 grade) using emulsion pressure distributer, all complete as per clause 502 of MoRT&H Specification of Road & Bridge (5th Revision) complete in all respect all as specifed and directed by Engineer-In-Charge.
Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity 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 MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge.
S P AND CO
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