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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.5 CrAccepted-AOC 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | ₹54.5 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹54.8 Cr+₹27.2 L (0.50%)Rejected-Finance 16 EDEN GARDEN CHUNA BHATTI KOLAR ROAD BHOPAL | BHOPAL | MADHYA PRADESH | ₹54.8 Cr+₹27.2 L (0.50%) | L2 | Rejected-Finance L2 |
| 3 | L3₹75.3 Cr+₹20.8 Cr (38.1%)Rejected-Finance R W D WORKS DIVISION MAHARAJGANJ SIWAN | ₹75.3 Cr+₹20.8 Cr (38.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹75.3 Cr+₹20.8 Cr (38.1%)Rejected-Finance | ₹75.3 Cr+₹20.8 Cr (38.1%) | L4 | Rejected-Finance L4 |
| 5 | L5₹76.0 Cr+₹21.5 Cr (39.4%)Rejected-Finance | ₹76.0 Cr+₹21.5 Cr (39.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S HEERA RAM GODARA L6 | RSM INFRA PROJECTS L3 | SLT INFRACON PVT LTD L7 | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L5 | A S Construction Company L1 | AK SHIVHARE INFRASTRUCTURE PVT LTD L2 | DHANARAM KEHARARAM JAT L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. | 1,04,459 | Sqm | 50 ₹52,22,950 Lowest | 200 ₹2,08,91,800 | 70 ₹73,12,130 | 300 ₹3,13,37,700 | 98 ₹1,02,36,982 | 98 ₹1,02,36,982 | 130 ₹1,35,79,670 |
| 1.02 | Preparation of sub-grade in SR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr. | 8,648.5 | Sqm | 50 ₹4,32,425 Lowest | 200 ₹17,29,700 | 240 ₹20,75,640 | 320 ₹27,67,520 | 98 ₹8,47,553 | 98 ₹8,47,553 | 120 ₹10,37,820 |
| 1.03 | Preparation of sub-grade in HR by cutting ( including blasting if necessary)up to 20 Cm Av. depth filling with small stones road metal so as to bring to required camber or super elevation, removal of local humps or depressions and consolidation. | 15,197.4 | Sqm | 50 ₹7,59,870 Lowest | 250 ₹37,99,350 | 400 ₹60,78,960 | 650 ₹98,78,310 | 245 ₹37,23,363 | 245 ₹37,23,363 | 120 ₹18,23,688 |
| 1.04 | 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. Including Hard Shoulder) | 2,41,135.05 | Sqm | 660 ₹15,91,49,133 | 250 ₹6,02,83,762.5 | 650 ₹15,67,37,782.5 | 450 ₹10,85,10,772.5 | 340 ₹8,19,85,917 | 340 ₹8,19,85,917 | 130 ₹3,13,47,556.5 Lowest |
| 1.05 | Scarifying Existing Bt surface in the manner to avoid any horizontal shear failure with over laid WBM work. | 1,24,972.3 | Sqm | 50 ₹62,48,615 | 100 ₹1,24,97,230 | 40 ₹49,98,892 | 120 ₹1,49,96,676 | 15 ₹18,74,584.5 Lowest | 15 ₹18,74,584.5 Lowest | 120 ₹1,49,96,676 |
| 1.06 | Removal of existing WBM 7.5 cm (2 layers) mechanically | 2,80,417.8 | Sqm | 40 ₹1,12,16,712 | 150 ₹4,20,62,670 | 20 ₹56,08,356 | 106 ₹2,97,24,286.8 | 10 ₹28,04,178 Lowest | 10 ₹28,04,178 Lowest | 150 ₹4,20,62,670 |
| 1.07 | Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete. | 28,815.8 | Sqm | 50 ₹14,40,790 | 150 ₹43,22,370 | 160 ₹46,10,528 | 410 ₹1,18,14,478 | 20 ₹5,76,316 Lowest | 20 ₹5,76,316 Lowest | 60 ₹17,28,948 |
| 1.08 | 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) | 2,14,463.6 | Sqm | 500 ₹10,72,31,800 | 540 ₹11,58,10,344 | 600 ₹12,86,78,160 | 350 ₹7,50,62,260 | 320 ₹6,86,28,352 Lowest | 320 ₹6,86,28,352 Lowest | 455 ₹9,75,80,938 |
| 1.09 | 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) | 4,86,558.88 | Sqm | 375 ₹18,24,59,580 | 400 ₹19,46,23,552 | 450 ₹21,89,51,496 | 270 ₹13,13,70,897.6 | 245 ₹11,92,06,925.6 Lowest | 245 ₹11,92,06,925.6 Lowest | 355 ₹17,27,28,402.4 |
| 1.10 | Application of Prime Coat @ 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 | 2,33,281.7 | Sqm | 50 ₹1,16,64,085 | 90 ₹2,09,95,353 | 65 ₹1,51,63,310.5 | 65 ₹1,51,63,310.5 | 40 ₹93,31,268 Lowest | 40 ₹93,31,268 Lowest | 75 ₹1,74,96,127.5 |
Tender Value
₹69.3 Cr
EMD Value
₹15 L
Closing Date
27 Oct 2025, 11:00 amClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURFACING WK INCL PREP OF SUBGRADE, P/L OF GSB 15 CM THICK, WMM 10 CM THICK, WMM 7.5 CM TH BM 3 CM TH, DBM 5 CM TH AND BERM FILLING AND HARD SHOULDER BET KM 0.00 TO KM 32.075 ON RD D-S TO NHDL SPCN UNDER PROJECT SEWAK IN MANIPUR STATE
2025_BRO_730697_1
CE (P) SEWAK/05/2025-26 (Second Call)
Open Tender
Civil Works - Roads
Item Rate
540 days
BET KM 0.00 TO KM 32.075 ON RD Diyalkhai-Sinzwal
As per tender documents
8 documents required · 8 mandatory
₹0
₹15 L
Yes
HQ Chief Engineer Project Sewak
6 Aug 2026
13 Sept 2025
28 Oct 2025
13 Sept 2025
27 Oct 2025
27 Sept 2025
13 Sept 2025 - 16 Sept 2025
15 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. | 1,04,459 | Sqm | - | - |
| 1.02 | Preparation of sub-grade in SR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr. | 8,648.5 | Sqm | - | - |
| 1.03 | Preparation of sub-grade in HR by cutting ( including blasting if necessary)up to 20 Cm Av. depth filling with small stones road metal so as to bring to required camber or super elevation, removal of local humps or depressions and consolidation. | 15,197.4 | Sqm | - | - |
| 1.04 | 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. Including Hard Shoulder) | 2,41,135.05 | Sqm | - | - |
| 1.05 | Scarifying Existing Bt surface in the manner to avoid any horizontal shear failure with over laid WBM work. | 1,24,972.3 | Sqm | 1 | ₹1,24,972.3 |
| 1.06 | Removal of existing WBM 7.5 cm (2 layers) mechanically | 2,80,417.8 | Sqm | 1 | ₹2,80,417.8 |
| 1.07 | Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete. | 28,815.8 | Sqm | 1 | ₹28,815.8 |
| 1.08 | 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) | 2,14,463.6 | Sqm | 1 | ₹2,14,463.6 |
| 1.09 | 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) | 4,86,558.88 | Sqm | 1 | ₹4,86,558.88 |
| 1.1 | Application of Prime Coat @ 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 | 2,33,281.7 | Sqm | 1 | ₹2,33,281.7 |
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