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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAccepted-AOC GOLPARA LASJAN SRINAGAR J K 191101 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | ₹10.9 Cr | L1 | Accepted-AOC Accepted being L1 bidder |
| 2 | L2₹11.2 CrRejected-Finance | ₹11.2 Cr | L2 | Rejected-Finance Due to L2 bidder |
| 3 | L3₹11.4 CrRejected-Finance SHREE HEERA DHAM BATHAIN ROAD KOSHI KALAN 281403 MATHURA UTTAR PRADESH | MATHURA | UTTAR PRADESH | 281403 | ₹11.4 Cr | L3 | Rejected-Finance Due to L3 bidder |
| 4 | L4₹12.8 CrRejected-Finance | ₹12.8 Cr | L4 | Rejected-Finance Due to L4 bidder |
| 5 | L5₹13.7 CrRejected-Finance BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹13.7 Cr | L5 | Rejected-Finance Due to L5 bidder |
| Sl No | Description | Qty | Unit | TBA Infrastructure Pvt. Ltd. L4 | M/s Purbanchal Suppliers and Contractors L5 | M/S MASOOD AHMED CONTRACTOR L8 | Shree Girrajjee Infra Heights Private Limited L3 | SHANKER SAHAI ROAD BUILDERS L2 | M/S TALIB HUSSAIN CHASHTI L6 | KHANDAY INFRASTRUCTURE PRIVATE LIMITED L7 | M/S Jhelum Construction Company L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00“RESURFACING FOR STRENGTHENING BETWEEN KM 89.00 to Km 91.80 AND KM 92.30 TO KM 104.50 (LENGTH 15.00KM) ON ROAD DHAR UDHAMPUR UNDER 69 RCC IN 35 BRTF AREA UNDER PROJECT SAMPARK IN J&K (UT). | |||||||||||
| 1.01 | Providing and laying 55 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works (Vth revision-2013) with 4.5% asphalt VG-30 penetration grade as per MoRT&H data book and rolled to the required specification. | 1,09,690.5 | Sqm | 540 ₹5.9 Cr | 551 ₹6.0 Cr | 650 ₹7.1 Cr | 475 ₹5.2 Cr | 455 ₹5.0 Cr | 760 ₹8.3 Cr | 664.3 ₹7.3 Cr | 500 ₹5.5 Cr |
| 1.02 | Providing and laying 40 mm thick BC on Dense bituminous concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirementt of table 500-16 of MORT&H specifications (Vth revision-2013), mixed with 5.2% binder asphalt VG-30 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H specification. | 1,09,690.5 | Sqm | 495 ₹5.4 Cr | 601 ₹6.6 Cr | 550 ₹6.0 Cr | 507 ₹5.6 Cr | 450 ₹4.9 Cr | 400 ₹4.4 Cr | 506 ₹5.6 Cr | 400 ₹4.4 Cr |
| 1.03 | Correction Work with Providing and laying 50 mm thick compacted BM layer and precoated stone aggregate physical requirements/grading per Table:500-6 & 7 of MORT&H specifications for Road and Bridge Works (Vth revision-2013) mixed with 3.4% by weight of total mix as binder asphalt VG-30 penetration grade as per MoRT&H data book and rolled to the required specification. | 7,754.4 | Sqm | 396 ₹30.7 L | 451 ₹35.0 L | 600 ₹46.5 L | 350 ₹27.1 L | 410 ₹31.8 L | 400 ₹31.0 L | 390 ₹30.2 L | 347 ₹26.9 L |
| 1.04 | Providing and applying prime coat as all specified in particular specifications using Bitumen Emulsion at the rate of 7.5 Kg /10 sqm as per Clause No. 502 of MORT&H specification for road and bridge work (Vth revision-2013) | 7,754.4 | Sqm | 27 ₹2.1 L | 24 ₹1.9 L | 50 ₹3.9 L | 10 ₹77,544 | 52 ₹4.0 L | 50 ₹3.9 L | 20 ₹1.6 L | 30.25 ₹2.3 L |
| 1.05 | Providing and applying tack coat all as specified in particular specification using Bitumen Emulsion at the rate of 2.5 Kg/10 sqm as per Clause No. 503 of MORT&H specification for road and bridge work (Vth revision-2013) | 2,19,381 | Sqm | 45 ₹98.7 L | 24 ₹52.7 L | 100 ₹2.2 Cr | 10 ₹21.9 L | 35 ₹76.8 L | 25 ₹54.8 L | 35 ₹76.8 L | 25.15 ₹55.2 L |
| 1.06 | Road Marking with Thermoplastic Paint (at least 2.5 mm thick) all as specified in particular specification and MoRT&H specification for road and bridge works (Vth revision) 2013 | 3,482.4 | Sqm | 450 ₹15.7 L | 551 ₹19.2 L | 500 ₹17.4 L | 490 ₹17.1 L | 320 ₹11.1 L | 400 ₹13.9 L | 600 ₹20.9 L | 427 ₹14.9 L |
Tender Value
₹17.4 Cr
EMD Value
₹11.9 L
Closing Date
14 Mar 2026, 6:00 pmClosed
Chief Engineer Project Sampark
HQ CE (P) Sampark, near peer baba, Kunjwani, Jammu,180010
PROVG, LAYING DBM 55 MM THICK, BC 40 MM THICK, BM 50MM THICK, PRIME COAT, TACK COAT WITH AND ROAD MARKING AS PER MORTH SPECIFICATION BETWEEN KM 89.00 to Km 91.80 AND KM 92.30 TO KM 104.50 (LENGTH 15.00KM) ON ROAD DHAR UDHAMPUR UNDER 69 RCC PROJ SPK
2026_BRO_752675_1
CE (P) SPK/23/2025-26
Open Tender
Civil Works - Roads
270 days
B/W KM 89.00 to Km 91.80 AND KM92.30TOKM10 ON D-U
As per Tender Document
9 documents required · 9 mandatory
₹0
₹11.9 L
Yes
HQ CE (P) Sampark, near peer baba, Kunjwani, Jammu
22 May 2026
13 Feb 2026
23 Mar 2026
13 Feb 2026
14 Mar 2026
28 Feb 2026
14 Feb 2026 - 21 Feb 2026
23 Feb 2026
“RESURFACING FOR STRENGTHENING BETWEEN KM 89.00 to Km 91.80 AND KM 92.30 TO KM 104.50 (LENGTH 15.00KM) ON ROAD DHAR UDHAMPUR UNDER 69 RCC IN 35 BRTF AREA UNDER PROJECT SAMPARK IN J&K (UT).
Providing and laying 55 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works (Vth revision-2013) with 4.5% asphalt VG-30 penetration grade as per MoRT&H data book and rolled to the required specification.
Providing and laying 40 mm thick BC on Dense bituminous concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirementt of table 500-16 of MORT&H specifications (Vth revision-2013), mixed with 5.2% binder asphalt VG-30 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H specification.
Correction Work with Providing and laying 50 mm thick compacted BM layer and precoated stone aggregate physical requirements/grading per Table:500-6 & 7 of MORT&H specifications for Road and Bridge Works (Vth revision-2013) mixed with 3.4% by weight of total mix as binder asphalt VG-30 penetration grade as per MoRT&H data book and rolled to the required specification.
Providing and applying prime coat as all specified in particular specifications using Bitumen Emulsion at the rate of 7.5 Kg /10 sqm as per Clause No. 502 of MORT&H specification for road and bridge work (Vth revision-2013)
Providing and applying tack coat all as specified in particular specification using Bitumen Emulsion at the rate of 2.5 Kg/10 sqm as per Clause No. 503 of MORT&H specification for road and bridge work (Vth revision-2013)
Road Marking with Thermoplastic Paint (at least 2.5 mm thick) all as specified in particular specification and MoRT&H specification for road and bridge works (Vth revision) 2013
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