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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAccepted-AOC | ₹4.8 Cr | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹5.2 Cr+₹35.0 L (7.29%)Rejected-Finance P O BADARPURGHAT DIST HAILAKANDI ASSAM PIN 788803 | KARIMGANJ | ASSAM | 788803 | ₹5.2 Cr+₹35.0 L (7.29%) | L2 | Rejected-Finance High rate quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not recommended as firm not responded |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not recommended as firm not qualified in experience criteria |
Tender Value
Refer Docs
Closing Date
20 Sept 2021, 10:00 amClosed
Chief Engineer Project Pushpak
HQ CE (P) Pushpak C/O 99 APO Zemabawk Aizawl Mizoram
PDG AND LYG OF READY MIX BC 30 MM TH AND APPLYING TACK COAT INCL CORRECTION WK FOR RESURF WK BET KM 17 PT00 AND KM 35 PT 20 ON DVF RD AND BET KM 0 PT 000 AND KM 10 PT 775 ON FT ROAD UNDER 74 RCC PROJECT PUSHPAK IN MIZORAM STATE
2021_BRO_471971_1
CE (P) PSK-05 of 2021-22
Open Tender
Civil Works - Roads
Item Rate
240 days
BET KM 17 PT00 TO KM 35 PT 20 ON DVF RD AND KM 0.0
As per Tender Documents
8 documents required · 8 mandatory
₹0
Exempted
HQ CE (P) Pushpak C/O 99 APO Zemabawk Aizawl Mizor
22 Nov 2021
1 Sept 2021
21 Sept 2021
1 Sept 2021
20 Sept 2021
6 Sept 2021
2 Sept 2021 - 4 Sept 2021
3 Sept 2021
Amount
RESURFACING WORK ON DUNTLANG- VAPHAI- FARKAWN ROAD KM 17.000 TO KM 19.000, KM 19.200 TO KM 19.275, KM 19.325 TO KM 21.200, KM 21.300 TO KM 21.450 AND KM 35.000 TO KM 35.200
Providing and laying of Bituminous Concrete (BC) 30 mm thick consolidated with bitumen VG-10/VG-30 as per clause 507 of MoRT&H (Ministry of Road Transports and Highways)(fifth revision) specification for road & bridge works, including tack coat as per clause 503 of MoRT&H (fifth revision) on the already existing BT surface, correction work with WBM 75 mm thick consolidated as per Clause 404 of MoRT&H (Fifth revision) and Prime coat over WBM correction surface as per Clause 502 of MoRT&H (Fifth revision) duly maintaining the road profile and laying the ready mix for Bituminous Concrete 30 mm with paver finisher and rolled as per clause 501.6 and 501.7 of Mort&H (fifth revision) to achieve desired compaction (including cost of conveyance of mix). Note : 1. The specification given at Clause 3004.2 of MoRT&H (Fifth revision) specifications will be complied while carried out correction work i.e Preparation of area for potholes and patch repair, filling/spreading with WBM materials and application of bitumen emulsion (prime coat) 2. The maximum area of correction work with WBM 75 mm thick consolidated will be 10% of BC area
RESURFACING WORK ON FARKAWN-THEKTE ROAD FROM KM 0.000 TO KM 10.775
Providing and laying of Bituminous Concrete (BC) 30 mm thick consolidated with bitumen VG-10/VG-30 as per clause 507 of MoRT&H (Ministry of Road Transports and Highways)(fifth revision) specification for road & bridge works, including tack coat as per clause 503 of MoRT&H (fifth revision) on the already existing BT surface, correction work with WBM 75 mm thick consolidated as per Clause 404 of MoRT&H (Fifth revision) and Prime coat over WBM correction surface as per Clause 502 of MoRT&H (Fifth revision) duly maintaining the road profile and laying the ready mix for Bituminous Concrete 30 mm with paver finisher and rolled as per clause 501.6 and 501.7 of Mort&H (fifth revision) to achieve desired compaction (including cost of conveyance of mix). Note : 1. The specification given at Clause 3004.2 of MoRT&H (Fifth revision) specifications will be complied while carried out correction work i.e Preparation of area for potholes and patch repair, filling/spreading with WBM materials and application of bitumen emulsion (prime coat) 2. The maximum area of correction work with WBM 75 mm thick consolidated will be 10% of BC area
SLT INFRACON PVT LTD
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