Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹1.7 Cr (58.5%)Admitted-Finance | ₹4.6 Cr+₹1.7 Cr (58.5%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ganpati Bharat Private Limited L1 | GRRB ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING AND BERM FILLING | |||||
| 1.01 | Providing and laying of Resurfacing with 30 mm thick compacted Bituminous concrete as per MoRT&H specifications for road and bridge works mixed with binder asphalt Bitumen VG-10 penetration grade as per Job Mix formula min 5.4% by weight of total mix and 2% filler by weight of mix conforming to the required specifications for filler as per MoRT&H specifications for road and bridge works (5th revision) and rolled to the required specification between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract) | 1,441.07 | Cum | 15,300 ₹2,20,48,371 Lowest | 25,000 ₹3,60,26,750 |
| 1.02 | Providing and laying BM 50 mm consolidated thickness of stone metal (coarse aggregate) size 63 mm to 45 mm grading No 2,3 as per MoRT&H specifications for road and bridge works mixes with 3.4% by weight of total mixed as binder asphalt VG-10, spread, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract) | 240.2 | Cum | 13,000 ₹31,22,600 Lowest | 21,000 ₹50,44,200 |
| 1.03 | Application of Tack Coat by mechanical means conforming to clause 503 of MoRT&H specifications including the cost of catonic bitumen emulsion through cleaning of road surface including preheating of emulsion to the specified temp as approved by Engineer between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract) | 52,839.19 | Sqm | 28 ₹14,79,497.32 Lowest | 35 ₹18,49,371.65 |
| 1.04 | Edge marking with thermoplastic paint & glass bids with road marking machine between between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract) | 2,329 | Sqm | 1,050 ₹24,45,450 Lowest | 1,375 ₹32,02,375 |
| 1.05 | Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.50 m high above the base in ordinary soil for both side Berm of width 0.90 mtr. | 628.83 | Cum | 350 ₹2,20,090.5 Lowest | 550 ₹3,45,856.5 |
Tender Value
₹2.8 Cr
EMD Value
₹3.3 L
Closing Date
21 Apr 2025, 12:00 pmClosed
Chief Engineer Project Udayak
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
PROVIDING, LAYING AND COMPACTION OF BITUMINOUS CONCRETE 30 MM THICK AFTER APPLYING TACK COAT INCLUDING CORRECTION WORKS WITH BM 50 MM THICK LAYER KM 0.000 to KM 12.000 (NET LINEAR LENGTH 11.645 KM) ON ROAD MESHAI - DICHU (2n Call)
2025_BRO_694597_2
CE (P) Udayak-39/2024-25
Open Tender
Civil Works
Works
180 days
km 0.00 to km 12.00 Meshai Dichu road
As per tender docs
4 documents required · 4 mandatory
₹0
₹3.3 L
Yes
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
26 Apr 2025
3 Apr 2025
22 Apr 2025
5 Apr 2025
21 Apr 2025
15 Apr 2025
7 Apr 2025 - 14 Apr 2025
15 Apr 2025
Amount
PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING AND BERM FILLING
Providing and laying of Resurfacing with 30 mm thick compacted Bituminous concrete as per MoRT&H specifications for road and bridge works mixed with binder asphalt Bitumen VG-10 penetration grade as per Job Mix formula min 5.4% by weight of total mix and 2% filler by weight of mix conforming to the required specifications for filler as per MoRT&H specifications for road and bridge works (5th revision) and rolled to the required specification between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract)
Providing and laying BM 50 mm consolidated thickness of stone metal (coarse aggregate) size 63 mm to 45 mm grading No 2,3 as per MoRT&H specifications for road and bridge works mixes with 3.4% by weight of total mixed as binder asphalt VG-10, spread, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract)
Application of Tack Coat by mechanical means conforming to clause 503 of MoRT&H specifications including the cost of catonic bitumen emulsion through cleaning of road surface including preheating of emulsion to the specified temp as approved by Engineer between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract)
Edge marking with thermoplastic paint & glass bids with road marking machine between between Km 0.000 to Km 12.000 on Road Meshai - Dichu under 116 RCC /48 BRTF under Project Udayak in Arunachal Pradesh State (all as specified and as directed by Engineer-in-Charge/OC Contract)
Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.50 m high above the base in ordinary soil for both side Berm of width 0.90 mtr.
GRRB ASSOCIATES (BID ID -3284933)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.45 MB
BOQ_788000.xls
BOQ • 0.28 MB
RNIT192.pdf
Additional Documents • 0.39 MB
RTEN192.pdf
Tender Documents • 0.97 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .