Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 CrAccepted-AOC A 5 GOLIMAR GARDEN NEAR SAHAKAAR BHAWAN SAHAKAAR MARG MAIN ROAD JAIPUR 302001 | JAIPUR | JAIPUR | RAJASTHAN | 302001 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹47.5 Cr+₹3.0 Cr (6.65%)Rejected-AOC 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | L2 | Rejected-AOC Other than L1 bidder | |
| 3 | L3₹49.3 Cr+₹4.7 Cr (10.6%)Rejected-AOC 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | L3 | Rejected-AOC Other than L1 bidder | |
| 4 | L4₹49.4 Cr+₹4.9 Cr (10.9%)Rejected-AOC 16 EDEN GARDEN CHUNA BHATTI KOLAR ROAD BHOPAL | BHOPAL | MADHYA PRADESH | L4 | Rejected-AOC Other than L1 bidder | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | Bhartia Infra Projects Ltd L3 | A S Construction Company L2 | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L1 | AK SHIVHARE INFRASTRUCTURE PVT LTD L4 |
|---|---|---|---|---|---|---|---|
| 1.01 | Construction of Subgrade by loosening of the ground up to a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) | 1,85,210 | Sqm | 95 ₹1,75,94,950 | 66 ₹1,22,23,860 Lowest | 400 ₹7,40,84,000 | 85 ₹1,57,42,850 |
| 1.02 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. | 1,24,930 | Sqm | 570 ₹7,12,10,100 | 510 ₹6,37,14,300 | 450 ₹5,62,18,500 Lowest | 520 ₹6,49,63,600 |
| 1.03 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer) | 1,17,460 | Sqm | 580 ₹6,81,26,800 | 420 ₹4,93,33,200 | 350 ₹4,11,11,000 Lowest | 500 ₹5,87,30,000 |
| 1.04 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layer) | 2,33,682 | Sqm | 560 ₹13,08,61,920 | 314.4 ₹7,34,69,620.8 | 270 ₹6,30,94,140 Lowest | 375 ₹8,76,30,750 |
| 1.05 | Application of Prime Coat with bitumen emulsion @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge | 1,17,460 | Sqm | 35 ₹41,11,100 Lowest | 38.4 ₹45,10,464 | 60 ₹70,47,600 | 45 ₹52,85,700 |
| 1.06 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on prepared granular surface/bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 2,21,150 | Sqm | 65 ₹1,43,74,750 | 21.6 ₹47,76,840 Lowest | 50 ₹1,10,57,500 | 22 ₹48,65,300 |
| 1.07 | Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM 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 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge. | 1,10,575 | Sqm | 685 ₹7,57,43,875 Lowest | 1,140 ₹12,60,55,500 | 750 ₹8,29,31,250 | 1,020 ₹11,27,86,500 |
| 1.08 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (Compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication. | 1,10,575 | Sqm | 570 ₹6,30,27,750 | 816 ₹9,02,29,200 | 530 ₹5,86,04,750 Lowest | 810 ₹8,95,65,750 |
| 1.09 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. For construction of hard shoulder as per drawing and particular specifications. | 78,620 | Sqm | 550 ₹4,32,41,000 | 510 ₹4,00,96,200 | 450 ₹3,53,79,000 Lowest | 520 ₹4,08,82,400 |
| 1.10 | Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge | 35,159 | Cum | 122 ₹42,89,398 Lowest | 300 ₹1,05,47,700 | 450 ₹1,58,21,550 | 385 ₹1,35,36,215 |
Tender Value
₹39.8 Cr
EMD Value
₹15 L
Closing Date
29 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURF WK INCL SUBGRADE, GSB, WMM, BC, DBM INCL PRIME COAT, TACK COAT AND HARD SHOULDER BET KM 19.500 TO KM 41.657 ON RD CHAKPIKARONG-SAJIK-TAMPAK-AIGEJANG-KHONGTAL TO RANA TOP FROM KM 0.000 TO KM 2.871 UNDER PROJECT SEWAK IN MANIPUR STATE
2025_BRO_727317_1
CE (P) SEWAK/06/2025-26
Open Tender
Civil Works - Roads
Item Rate
730 days
BET KM 19.500 TO KM 41.657 ON RD C-S-T-A-K
As per tender documents
8 documents required · 8 mandatory
₹0
₹15 L
Yes
HQ Chief Engineer Project Sewak
17 Jan 2026
23 Aug 2025
6 Oct 2025
23 Aug 2025
29 Sept 2025
13 Sept 2025
23 Aug 2025 - 30 Aug 2025
27 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Construction of Subgrade by loosening of the ground up to a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) | 1,85,210 | Sqm | - | - |
| 1.02 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. | 1,24,930 | Sqm | - | - |
| 1.03 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer) | 1,17,460 | Sqm | - | - |
| 1.04 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layer) | 2,33,682 | Sqm | - | - |
| 1.05 | Application of Prime Coat with bitumen emulsion @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge | 1,17,460 | Sqm | 1 | ₹1,17,460 |
| 1.06 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on prepared granular surface/bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 2,21,150 | Sqm | 1 | ₹2,21,150 |
| 1.07 | Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM 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 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge. | 1,10,575 | Sqm | 1 | ₹1,10,575 |
| 1.08 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (Compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication. | 1,10,575 | Sqm | 1 | ₹1,10,575 |
| 1.09 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. For construction of hard shoulder as per drawing and particular specifications. | 78,620 | Sqm | 1 | ₹78,620 |
| 1.1 | Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge | 35,159 | Cum | 1 | ₹35,159 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.46 MB
BOQ_814198.xls
BOQ • 0.35 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 .