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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAdmitted-Finance | ₹7.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.4 Cr+₹1.5 Cr (18.3%)Admitted-Finance 601 A WING SAI PARAMOUNT APARTMENT SHRADDHA VIHAR COLONY INDIRANAGAR NASHIK NASHIK MAHARASHTRA 422009 | NASHIK | MAHARASHTRA | 422009 | ₹9.4 Cr+₹1.5 Cr (18.3%) | L2 | Admitted-Finance |
| 3 | L3₹9.9 Cr+₹2.0 Cr (25.3%)Admitted-Finance | ₹9.9 Cr+₹2.0 Cr (25.3%) | L3 | Admitted-Finance |
| 4 | L4₹10.6 Cr+₹2.7 Cr (33.7%)Admitted-Finance | ₹10.6 Cr+₹2.7 Cr (33.7%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.K Enterprises L1 | SAI SAMARTH ENTERPRISES L2 | Ganpati Builders L3 | M/s Pinung Agencies L4 |
|---|---|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION FOR WMM 100 MM THICK MECHANICAL MIX (PUG MILL), WMM 75 MM THICK MECHANICAL MIX (PUG MILL),DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX) AND APPLYING PRIME COAT, TACK COAT, ROAD MARKING WITH THERMOPLASTIC PAINT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 0.00 TO KM 10.00 FOR SURFACING WORKS ON ROAD MIPI-ANDRATHANG OF 62 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 for Wet Mix Macadam spcns to a thichness of 100 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. | 4,286.77 | Cum | 4,010 ₹1,71,89,947.7 | 4,100 ₹1,75,75,757 | 4,200 ₹1,80,04,434 | 4,000 ₹1,71,47,080 Lowest |
| 1.02 | 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. | 6,093.69 | Cum | 3,440 ₹2,09,62,293.6 | 3,050 ₹1,85,85,754.5 Lowest | 4,200 ₹2,55,93,498 | 4,000 ₹2,43,74,760 |
| 1.03 | 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 4.7% 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. | 1,869.23 | Cum | 3,110 ₹58,13,305.3 Lowest | 16,500 ₹3,08,42,295 | 16,000 ₹2,99,07,680 | 18,600 ₹3,47,67,678 |
| 1.04 | 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 5.6% 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. | 1,121.54 | Cum | 2,510 ₹28,15,065.4 Lowest | 17,550 ₹1,96,83,027 | 17,400 ₹1,95,14,796 | 19,670 ₹2,20,60,691.8 |
| 1.05 | 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. | 37,384.6 | Sqm | 660 ₹2,46,73,836 | 55 ₹20,56,153 | 50 ₹18,69,230 Lowest | 60 ₹22,43,076 |
| 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. | 74,769.3 | Sqm | 103 ₹77,01,237.9 | 40 ₹29,90,772 | 30 ₹22,43,079 Lowest | 40 ₹29,90,772 |
| 1.07 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In -Charge. | 2,373.7 | Sqm | 89 ₹2,11,259.3 Lowest | 915 ₹21,71,935.5 | 960 ₹22,78,752 | 1,056 ₹25,06,627.2 |
Tender Value
₹9.4 Cr
EMD Value
₹7.9 L
Closing Date
10 Jan 2023, 12:00 pmClosed
Chief Engineer (P) Udayak
HQ CE (P) Udayak, C/O 99 APO, BRO, Pin 931715
PROV, L AND C FOR WMM 100 MM TK ,WMM 75 MM TK ,DBM 50 MM TK (HMP MIX), BC 30 MM TK (HMP MIX) AND APPLYING P/ COAT, T/COAT, RD MARKING WITH THERMOPLASTIC PAINT FM KM 0.00 TO 10.00 FOR SURF WKS ON RD M-A OF 62 RCC/752 TF /(P) UDAYAK IN AR.PRADESH STATE
2022_BRO_570345_1
CE (P) Udayak/16/2022-23
Open Tender
Civil Works
Works
365 days
at Km 0.00-10.00 on road Mipi-Andrathang
As per Tender document
5 documents required · 5 mandatory
₹0
₹7.9 L
Yes
HQ CE (P) Udayak, C/O 99 APO, BRO
18 Feb 2023
20 Dec 2022
11 Jan 2023
20 Dec 2022
10 Jan 2023
31 Dec 2022
21 Dec 2022 - 29 Dec 2022
30 Dec 2022
Amount
PROVIDING, LAYING AND COMPACTION FOR WMM 100 MM THICK MECHANICAL MIX (PUG MILL), WMM 75 MM THICK MECHANICAL MIX (PUG MILL),DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX) AND APPLYING PRIME COAT, TACK COAT, ROAD MARKING WITH THERMOPLASTIC PAINT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 0.00 TO KM 10.00 FOR SURFACING WORKS ON ROAD MIPI-ANDRATHANG OF 62 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 for Wet Mix Macadam spcns to a thichness of 100 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, 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 4.7% 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 5.6% 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.
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In -Charge.
SAI SAMARTH ENTERPRISES
Ganpati Builders
M/s Pinung Agencies
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