Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹83.8 CrAccepted-Finance | ₹83.8 Cr | L-1 | Accepted-Finance Accepted for being L-1 |
| 2 | L-2₹105.3 Cr+₹21.5 Cr (25.7%)Rejected-Finance PLOT NO 94 SECTOR 4 ADARSH NAGAR PHALODI | PHALODI | PHALODI | RAJASTHAN | ₹105.3 Cr+₹21.5 Cr (25.7%) | L-2 | Rejected-Finance Rejected for being L-2 |
| 3 | L-3₹107.7 Cr+₹23.9 Cr (28.6%)Rejected-Finance | ₹107.7 Cr+₹23.9 Cr (28.6%) | L-3 | Rejected-Finance Rejected for being L-3 |
| 4 | L-4₹112.4 Cr+₹28.6 Cr (34.1%)Rejected-Finance DSS 72P SECTOR 15AP HISAR HARYANA 125001 | HISAR | HARYANA | 125001 | ₹112.4 Cr+₹28.6 Cr (34.1%) | L-4 | Rejected-Finance Rejected for being L-4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | HES INFRA PRIVATE LIMITED L3 | M/s Heera Ram Godara L2 | Nidhi Creative Infrastructure Pvt Ltd L1 | Dhariwal Buildtech Limited L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material.)
Case-I : Disposal of cut material with all lifts and lead upto 1000 metres. | 900 | m3 | 363 ₹3,26,700 | 300 ₹2,70,000 | 180 ₹1,62,000 Lowest | 250 ₹2,25,000 |
| 2.00 | Excavation in Hilly Areas in laminated rock (requiring blasting) By Mechanical Means (Excavation for roadway in hilly areas in laminated rock (requiring blasting) which are not suitable for construction of masonry and pavement by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres.)
Case-I : Disposal of cut material with all lifts and lead upto 1000 metres. | 1,350 | m3 | 506 ₹6,83,100 | 300 ₹4,05,000 | 180 ₹2,43,000 Lowest | 350 ₹4,72,500 |
| 3.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) (Within a lead of 5Km.) | 22,430 | m3 | 530 ₹1,18,87,900 | 400 ₹89,72,000 | 116 ₹26,01,880 Lowest | 150 ₹33,64,500 |
| 4.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 50,825.95 | m3 | 584 ₹2,96,82,354.8 | 400 ₹2,03,30,380 | 225 ₹1,14,35,838.75 | 150 ₹76,23,892.5 Lowest |
| 5.00 | Granular Sub-Base (Table:- 400-1) (By Mix in Place Method) (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 34,486.04 | m3 | 3,090 ₹10,65,61,863.6 | 4,000 ₹13,79,44,160 | 2,430 ₹8,38,01,077.2 | 1,500 ₹5,17,29,060 Lowest |
| 6.00 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 23,658.87 | m3 | 3,619 ₹8,56,21,450.53 | 4,248.26 ₹10,05,09,031.07 | 2,700 ₹6,38,78,949 | 1,700 ₹4,02,20,079 Lowest |
| 7.00 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
(iii) High Porosity | 1,19,917.43 | m2 | 40 ₹47,96,697.2 | 45 ₹53,96,284.35 | 54 ₹64,75,541.22 | 20 ₹23,98,348.6 Lowest |
| 8.00 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(i) Normal Bituminous Surface | 3,35,879.53 | m2 | 15 ₹50,38,192.95 Lowest | 24 ₹80,61,108.72 | 22.5 ₹75,57,289.43 | 20 ₹67,17,590.6 |
| 9.00 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(ii) Dry and Hungry Bituminous Surface | 1,89,029 | m2 | 15 ₹28,35,435 Lowest | 24 ₹45,36,696 | 22.5 ₹42,53,152.5 | 15 ₹28,35,435 Lowest |
| 10.00 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(iii) Granular Surface Treated with Primer | 1,19,917.43 | m2 | 15 ₹17,98,761.45 Lowest | 24 ₹28,78,018.32 | 22.5 ₹26,98,142.18 | 15 ₹17,98,761.45 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 Cr
Closing Date
21 Feb 2026, 12:00 pmClosed
Chief Engineer, PWD, Highway, Mizoram, Aizawl
O/o the Chief Engineer, PWD, Highway, Aizawl, Mizoram
Balance work of widening to two lane, re-alignment and geometric improvement from km 11.000 to km 114.618 of NH 44A old in the State of Mizoram
2025_MoRTH_879847_1
NIT No. 15/SBD/CE-HW/2025-26 Dt. 01.10.2025
Open Tender
Civil Works - Highways
Item Rate
730 days
km 11.000 to km 114.618 of NH 44A old
As per Tender Document
5 documents required · 5 mandatory
₹11,000
Chief Engineer, PWD, Highway, Mizoram, Aizawl
₹1.3 Cr
O/o the Chief Engineer, PWD, Highway, Aizawl
28 Apr 2026
1 Oct 2025
23 Feb 2026
1 Oct 2025
21 Feb 2026
21 Oct 2025
1 Oct 2025 - 15 Oct 2025
15 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material.)
Case-I : Disposal of cut material with all lifts and lead upto 1000 metres. | 900 | m3 | 100 | ₹90,000 |
| 2 | Excavation in Hilly Areas in laminated rock (requiring blasting) By Mechanical Means (Excavation for roadway in hilly areas in laminated rock (requiring blasting) which are not suitable for construction of masonry and pavement by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres.)
Case-I : Disposal of cut material with all lifts and lead upto 1000 metres. | 1,350 | m3 | 100 | ₹1,35,000 |
| 3 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) (Within a lead of 5Km.) | 22,430 | m3 | 100 | ₹22,43,000 |
| 4 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 50,825.95 | m3 | 100 | ₹50,82,595 |
| 5 | Granular Sub-Base (Table:- 400-1) (By Mix in Place Method) (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 34,486.04 | m3 | 100 | ₹34,48,604 |
| 6 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 23,658.87 | m3 | 100 | ₹23,65,887 |
| 7 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
(iii) High Porosity | 1,19,917.43 | m2 | 100 | ₹1,19,91,743 |
| 8 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(i) Normal Bituminous Surface | 3,35,879.53 | m2 | 100 | ₹3,35,87,953 |
| 9 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(ii) Dry and Hungry Bituminous Surface | 1,89,029 | m2 | 100 | ₹1,89,02,900 |
| 10 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
(iii) Granular Surface Treated with Primer | 1,19,917.43 | m2 | 100 | ₹1,19,91,743 |
stage.html
html • 0.05 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 • 2.06 MB
1.pdf
Tender Documents • 2.04 MB
BOQ_924817.xls
BOQ • 0.34 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 .