Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAccepted-Finance | ₹10.3 Cr | L1 | Accepted-Finance As per recommendation of TEC |
| 2 | L2₹11.3 CrRejected-Finance | ₹11.3 Cr | L2 | Rejected-Finance As per recommendation of TEC |
| 3 | L3₹12.5 CrRejected-Finance GP KIZHAKKAMBALAM KOLENCHERY | THRISSUR | KERALA | 680667 | ₹12.5 Cr | L3 | Rejected-Finance As per recommendation of TEC |
| Sl No | Description | Qty | Unit | VIJAY CONSTRUCTIONS L3 | GLOBAL CONSTRUCTION L1 | M/S Bajaj Builders L2 |
|---|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO KM 9.250 ON PUWARTI-KONDAPALLI ROAD | ||||||
| 1.10 | GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables-400-1 and physical requirement for material as per tabel 400-2 of MORT&H specifications for Road and Bridge Works 2013 including supply of material, watering and compaction all complete as specified at particular specification and as directed by Engineer-In-Charge. | 10,622.97 | 10 Sqm | 4,480 ₹4.8 Cr | 3,500 ₹3.7 Cr | 4,600 ₹4.9 Cr |
| 1.20 | WBM 75 mm consolidated thickness of stone aggregate size 63 mm to 45 mm, grading 1 as per table 400-9 and satisfying the physical requirement as per table 400-8 of MORT&H specifications for Road and Bridge Works 2013 spread rolled, hollow made up to form true surface, blinded and consolidated to gradient and camber required all as specified | 8,002.96 | 10 Sqm | 2,650 ₹2.1 Cr | 2,500 ₹2.0 Cr | 2,300 ₹1.8 Cr |
| 1.30 | Providing and laying 50 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition requirement as per Table 500-8/9/10 respectively of MORT&H specifications for Road and Bridge Works 2013 with 4.250% asphalt VG-30/40 penetration grade as per MoRT&H data book and rolled to the required specification as specified at particular specification | 3,572.75 | 10 Sqm | 8,000 ₹2.9 Cr | 6,200 ₹2.2 Cr | 6,000 ₹2.1 Cr |
| 1.40 | Providing and laying 40 mm thick BC on DBM layer with precoated stone chips grading confirming to Table 500-17 and mix satisfying the physical requirement of Table 500-16 of MORT&H specifications for Road and Bridge Works 2013 mixed with 5% binder asphalt VG-30/40 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book and as specified at particular specification | 3,572.75 | 10 Sqm | 7,000 ₹2.5 Cr | 5,800 ₹2.1 Cr | 5,800 ₹2.1 Cr |
| 1.50 | Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying [email protected] per 10sqm, (using BPD with manual labour) all completetd as per clause 502 of MORT&H specifications for Road and Bridge Works 2013 and as specified at particular specification. | 3,572.75 | 10 Sqm | 500 ₹17.9 L | 600 ₹21.4 L | 550 ₹19.7 L |
| 1.60 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @2.5 Kg/10 sqm on prepared bituminous granular surface cleaned with mechanical broom, all complete as per clause 503 of MORT&H specifications for Road and Bridge Works 2013 and as specified at perticular specification. | 3,572.75 | 10 Sqm | 250 ₹8.9 L | 250 ₹8.9 L | 350 ₹12.5 L |
Tender Value
₹8.6 Cr
EMD Value
₹7.6 L
Closing Date
27 Aug 2025, 6:00 pmClosed
Executive Engineer
HQ CE PROJECT HIRAK NEAR GOVT ITI TANAKPUR UTTARAKHAND-262309
SURFACING WORKS OF GSB 15 CM THICK, WBM 75 MM THICK, DBM 50 MM THICK AND BC 40 MM THICK WITH TACK COAT AND PRIME COAT AS PER MoRTH SPECIFICATION BETWEEN KM 0.000 TO KM 9.250 ON PUWARTI-KONDAPALLI ROAD
2025_BRO_699816_3
80632/HRK/E8
Open Tender
Civil Works - Roads
120 days
Puwarti-Kondapalli in Chhatisgarh State
As per Tender documents
5 documents required · 5 mandatory
₹0
₹7.6 L
Yes
HQ CE PROJECT HIRAK
4 May 2026
14 Aug 2025
29 Aug 2025
16 Aug 2025
27 Aug 2025
22 Aug 2025
16 Aug 2025 - 21 Aug 2025
20 Aug 2025
Amount
SURFACING WORKS BETWEEN KM 0.00 TO KM 9.250 ON PUWARTI-KONDAPALLI ROAD
GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables-400-1 and physical requirement for material as per tabel 400-2 of MORT&H specifications for Road and Bridge Works 2013 including supply of material, watering and compaction all complete as specified at particular specification and as directed by Engineer-In-Charge.
WBM 75 mm consolidated thickness of stone aggregate size 63 mm to 45 mm, grading 1 as per table 400-9 and satisfying the physical requirement as per table 400-8 of MORT&H specifications for Road and Bridge Works 2013 spread rolled, hollow made up to form true surface, blinded and consolidated to gradient and camber required all as specified
Providing and laying 50 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition requirement as per Table 500-8/9/10 respectively of MORT&H specifications for Road and Bridge Works 2013 with 4.250% asphalt VG-30/40 penetration grade as per MoRT&H data book and rolled to the required specification as specified at particular specification
Providing and laying 40 mm thick BC on DBM layer with precoated stone chips grading confirming to Table 500-17 and mix satisfying the physical requirement of Table 500-16 of MORT&H specifications for Road and Bridge Works 2013 mixed with 5% binder asphalt VG-30/40 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book and as specified at particular specification
Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying [email protected] per 10sqm, (using BPD with manual labour) all completetd as per clause 502 of MORT&H specifications for Road and Bridge Works 2013 and as specified at particular specification.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @2.5 Kg/10 sqm on prepared bituminous granular surface cleaned with mechanical broom, all complete as per clause 503 of MORT&H specifications for Road and Bridge Works 2013 and as specified at perticular specification.
M/S Bajaj Builders (BID ID -3407259)
VIJAY CONSTRUCTIONS (BID ID -3407805)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.31 MB
TD80632.pdf
Tender Documents • 1.70 MB
BOQ_812735.xls
BOQ • 0.29 MB
NIT80632.pdf
Additional Documents • 0.33 MB
Preintegrity.pdf
Additional Documents • 3.36 MB
Download all tender documents and submit your bid