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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC As per Fin Evl |
| 2 | L2₹5.5 Cr+₹38.9 L (7.66%)Rejected-AOC HOLDING NO 06 623 GYAN VILLA MANAV KALYAN ROAD OPP BRAHMA KUMARI ASHRAM LANE TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹5.5 Cr+₹38.9 L (7.66%) | L2 | Rejected-AOC As per Fin Evl |
Tender Value
₹4.5 Cr
Closing Date
17 Feb 2022, 11:00 amClosed
The Chief Engineer, HQ CE (P) Udayak
HQ Chief Engineer (P) Udayak, C/o 99 APO, PIN-931715
P, L AND COMPACTION FOR DBM 60 MM THICK, BC 30 MM AND APPLYING PRIME COAT, TACK COAT, ROAD MARKING WITH THERMOPLASTIC PAINT FROM KM 160.800 TO KM 164.950 FOR SURF WKS ON RD HUNLI-METENGLING-HAYULING OF 116 RCC UNDER (P) UDAYAK
2022_BRO_670439_1
CE (P) Udayak-24 of 2021-22
Open Tender
Civil Works
Item Rate
180 days
Bet Km 160.800 to 167.950 on Rd HMH
As per Tender Document
5 documents required · 5 mandatory
₹0
Exempted
HQ Chief Engineer (P) Udayak
18 Jul 2022
27 Jan 2022
18 Feb 2022
27 Jan 2022
17 Feb 2022
5 Feb 2022
28 Jan 2022 - 3 Feb 2022
4 Feb 2022
Amount
PROVIDING, LAYING AND COMPACTION FOR DBM 60 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) ON ROAD HUNLI-METENGLING-HAYULING OF 116 RCC UNDER 48 BRTF
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 (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 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 MOST: 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In -Charge.
M/s. GRRB ASSOCIATES
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