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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC MISSION CHARIALI NH 37 A PO KETEKIBARI TEZPUR 784 154 ASSAM | SONITPUR | ASSAM | 784154 | ₹8.5 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹10.3 L+₹1.9 L (21.8%)Rejected-Finance 67 B PANDU TEMPLE GHAT PANDU TEMPLE GHAT NEAR WEST GUWAHATI BED COLLEGE KAMRUP ASSAM 781012 | KAMRUP METRO | ASSAM | 781012 | ₹10.3 L+₹1.9 L (21.8%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹10.3 L+₹1.9 L (21.9%)Rejected-Finance VILL BATABARI PO GHORAMARI DIST SONITPUR ASSAM 784105 | SONITPUR | ASSAM | 784105 | ₹10.3 L+₹1.9 L (21.9%) | L3 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/S PK ENTERPRISE L2 | M/S Shankar Boro L3 | LUIT CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated soil upto 50 m and lift upto 1.5m, complete all as specified and directed. | 135 | Cum | 710 ₹95,850 | 700 ₹94,500 | 500 ₹67,500 Lowest |
| 2.00 | All as per item no. 1 depth exceed 1.5 m n.exc 3.0 m depth, complete all as specified and directed. | 135 | Cum | 355 ₹47,925 | 350 ₹47,250 | 200 ₹27,000 Lowest |
| 3.00 | M&L for removing excavated soil upto a distance exc 50 m but not exc 100 m and depositing where directed at a level not exceeding 1.50 m above the starting point, complete all as specified and directed. | 270 | Cum | 285 ₹76,950 | 280 ₹75,600 | 190 ₹51,300 Lowest |
| 4.00 | M&L for filling of craters, laying and compacting in layers 150mm thick (Compacted thickness) broken stone/boulder aggregate of nominal size of 63mm but not exceeding 100mm upto depth of 900mm and compacting with vibratory power roller of 8 to 12 tonne capacity to achieve the desired density, complete all as specified and directed. | 85.8 | Cum | 2,750 ₹2,35,950 | 2,850 ₹2,44,530 | 2,500 ₹2,14,500 Lowest |
| 5.00 | M&L for granular sub base (GSB) grading II as per MORTH Table 401, laying and compacting in layers 150mm thick (Compacted thickness), broken stone/boulder upto depth of 1740mm and compacting with vibratory power roller of 8 to 12 tonne capacity to achieve the desired density, complete all as specified and directed. | 154.5 | Cum | 2,850 ₹4,40,325 | 2,800 ₹4,32,600 | 2,500 ₹3,86,250 Lowest |
| 6.00 | M&L for 30mm thick layers of sand laid over GSB including watering and compacting, complete all as specified and directed. | 4.5 | Cum | 1,730 ₹7,785 | 1,700 ₹7,650 | 1,200 ₹5,400 Lowest |
| 7.00 | M&L for 400 micron transparent High Density Polyethylene(HDPE) film sheet Grade I conforming to IS-10889 over sand layer, complete all as specified and directed.
Notes: (i) Side lap of 150 mm arid end lap of 300 mm shall be provided whichever required. The rate quoted shall be deemed to included for the tapes
(ii) Clear area only shall be considered for payment purpose and nothing extra shall be added for tapes. | 136.5 | Sqm | 215 ₹29,347.5 | 220 ₹30,030 | 140 ₹19,110 Lowest |
| 8.00 | M&L for filling 300 mm thick (in two layers of 150 mm thick) using 20 mm to 63 graded stone aggregate laying watering, rolling/compacting with 8 to 12 tonne power roller including filling of interstices for smooth riding, levelled and finished, complete all as specified and directed.
Notes: (i). Contractor shall procure complete quantity of material as directed by Engr-in-Charge and stack the same in GE (AF) Tezpur Complex.
(ii). Adequate Tools and plants i.e JCB along with operator, Road roller with operator, water bowser alogwith operator, Crane with operator (2 tonne minimum load capacity) boom raising minimum upto 6-8 meters of height and labours shall be arranged within 24 hrs from the date of intimation by Engr-in-Charge.
(iii) Safety goggles (trasparent) - 20 Nos, Helmet - 15 Nos, Long boots - 04 Nos and reflective Jackets (yellow colour) -15 Nos shall be provided by the contractor.
(iv) The work is of urgent nature and shall be commenced within 24 hrs from the time of intimation by Engr-in-Charge.
(v) Supply of 12 Skilled labour shall be ensured at the time of exercise to be carried out including any type of works which may be carried out at night time also. | 26.3 | Cum | 3,800 ₹99,940 | 3,900 ₹1,02,570 | 2,950 ₹77,585 Lowest |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
8 Aug 2026, 6:00 pmClosed
GE (AF) Tezpur
PO - Salonibari, Air Force Station, Tezpur - 784104
RUNWAY REHABILITATION SCHEME (RRS) FOR TECH AREA AT AFS TEZPUR
2026_MES_779992_1
8186/E8
Open Tender
Civil Works
Item Rate
180 days
TEZPUR
Class E category a(i)
7 documents required · 7 mandatory
₹500
GE (AF) TEZPUR
₹20,000
Yes
31 Aug 2026
21 Jul 2026
10 Aug 2026
21 Jul 2026
8 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated soil upto 50 m and lift upto 1.5m, complete all as specified and directed. | 135 | Cum | - | - |
| 2 | All as per item no. 1 depth exceed 1.5 m n.exc 3.0 m depth, complete all as specified and directed. | 135 | Cum | - | - |
| 3 | M&L for removing excavated soil upto a distance exc 50 m but not exc 100 m and depositing where directed at a level not exceeding 1.50 m above the starting point, complete all as specified and directed. | 270 | Cum | - | - |
| 4 | M&L for filling of craters, laying and compacting in layers 150mm thick (Compacted thickness) broken stone/boulder aggregate of nominal size of 63mm but not exceeding 100mm upto depth of 900mm and compacting with vibratory power roller of 8 to 12 tonne capacity to achieve the desired density, complete all as specified and directed. | 85.8 | Cum | - | - |
| 5 | M&L for construction of granular sub base (GSB), 150 mm thickness, Laying and compacting in layers 150mm thick (Compacted thickness) broken stone/boulder aggrgate of nominal size of 63mm upto depth of 1740mm and compacting with vibratory power roller of 8 to 12 tonne capacity to achieve the desired density, complete all as specified and directed. | 154.5 | Cum | - | - |
| 6 | M&L for 30mm thick layers of sand laid over GSB including watering and compacting, complete all as specified and directed. | 4.5 | Cum | - | - |
| 7 | M&L for 400 micron transparent High Density Polyethylene(HDPE) film sheet Grade I conforming to IS-10889 over sand layer, complete all as specified and directed.
Notes: (i) Side lap of 150 mm arid end lap of 300 mm shall be provided whichever required. The rate quoted shall be deemed to included for the tapes
(ii) Clear area only shall be considered for payment purpose and nothing extra shall be added for tapes. | 136.5 | Sqm | - | - |
| 8 | M&L for filling 300 mm thick (in two layers of 150 mm thick) using 20 mm to 63 graded stone aggregate laying watering, rolling/compacting with 8 to 12 tonne power roller including filling of interstices for smooth riding, levelled and finished, complete all as specified and directed.
Notes: (i). Contractor shall procure complete quantity of material as directed by Engr-in-Charge and stack the same in GE (AF) Tezpur Complex.
(ii). Adequate Tools and plants i.e JCB along with operator, Road roller with operator, water bowser alogwith operator, Crane with operator (2 tonne minimum load capacity) boom raising minimum upto 6-8 meters of height and labours shall be arranged within 24 hrs from the date of intimation by Engr-in-Charge.
(iii) Safety goggles (trasparent) - 20 Nos, Helmet - 15 Nos, Long boots - 04 Nos and reflective Jackets (yellow colour) -15 Nos shall be provided by the contractor.
(iv) The work is of urgent nature and shall be commenced within 24 hrs from the time of intimation by Engr-in-Charge.
(v) Supply of 12 Skilled labour shall be ensured at the time of exercise to be carried out including any type of works which may be carried out at night time also. | 26.3 | Cum | - | - |
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