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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAdmitted-Finance | ₹8.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.0 Cr+₹1.7 Cr (21.0%)Admitted-Finance 601 A WING SAI PARAMOUNT APARTMENT SHRADDHA VIHAR COLONY INDIRANAGAR NASHIK NASHIK MAHARASHTRA 422009 | NASHIK | MAHARASHTRA | 422009 | ₹10.0 Cr+₹1.7 Cr (21.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAI SAMARTH ENTERPRISES L2 | Ganpati Builders L1 |
|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION FOR WBM 75 MM (CORRECTION WORK) ,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 24.063 TO KM 37.600 FOR SURFACING WORKS ON ROAD ANINI-MIPI OF 62 RCC UNDER 752 BRTF | |||||
| 1.01 | Providing, laying and compaction of WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No.1, as Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MoRT&H specifications, spraed, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified. | 374.31 | Cum | 5,400 ₹20,21,274 | 3,900 ₹14,59,809 Lowest |
| 1.02 | Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WBM 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 (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. | 2,744.96 | Cum | 20,040 ₹5,50,08,998.4 | 16,500 ₹4,52,91,840 Lowest |
| 1.03 | 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 (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. | 1,646.97 | Cum | 21,610 ₹3,55,91,021.7 | 17,900 ₹2,94,80,763 Lowest |
| 1.04 | Providing and applying Prime Coat over WBM 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. | 4,990.8 | Sqm | 45 ₹2,24,586 Lowest | 50 ₹2,49,540 |
| 1.05 | 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. | 1,09,798.3 | Sqm | 35 ₹38,42,940.5 | 30 ₹32,93,949 Lowest |
| 1.06 | 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. | 2,927.96 | Sqm | 1,120 ₹32,79,315.2 | 960 ₹28,10,841.6 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹6.6 L
Closing Date
3 Nov 2022, 12:00 pmClosed
Chief Engineer (P)Udayak, C/O 99 APO,BRO
HQ Chief Engineer (P)Udayak, C/O 99 APO,BRO, PIN-931715
PRO, LAY AND COMPACTION FOR WBM 75 MM,DBM 50 MM TK (HMP MIX), BC 30 MM TK AND APPLY P/COAT, T/COAT, RD MARKING WITH THERMOPLASTIC PAINT AND DIRECTED BY E-I-C/OC CONTRACT FROM KM 24.063 TO KM 37.600 FOR SURF WKS ON RD A-M OF 62 RCC OF (P) UDK IN AR. P
2022_BRO_557614_1
CE (P) Udayak/09/2022-23
Open Tender
Civil Works
Works
180 days
From Km 24.063 to Km 37.600 on Anini-Mipi Rd
As per Tender Documents
5 documents required · 5 mandatory
₹0
₹6.6 L
Yes
HQ Chief Engineer (P)Udayak, C/O 99 APO,BRO
14 Nov 2022
13 Oct 2022
4 Nov 2022
13 Oct 2022
3 Nov 2022
26 Oct 2022
14 Oct 2022 - 25 Oct 2022
26 Oct 2022
Amount
PROVIDING, LAYING AND COMPACTION FOR WBM 75 MM (CORRECTION WORK) ,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 24.063 TO KM 37.600 FOR SURFACING WORKS ON ROAD ANINI-MIPI OF 62 RCC UNDER 752 BRTF
Providing, laying and compaction of WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No.1, as Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MoRT&H specifications, spraed, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified.
Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WBM 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 (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 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 WBM 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
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