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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC MISSION CHARIALI NH 37 A PO KETEKIBARI TEZPUR 784 154 ASSAM | SONITPUR | ASSAM | 784154 | ₹13.0 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹13.7 L+₹77,920.80 (6.01%)Rejected-Finance AIR FORCE ROAD GOROIMARI PO HALESWAR TEZPUR DISTT SONITPUR PIN 784104 ASSAM | SONITPUR | ASSAM | 784104 | ₹13.7 L+₹77,920.80 (6.01%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹13.9 L+₹89,796.60 (6.93%)Rejected-Finance 67 B PANDU TEMPLE GHAT PANDU TEMPLE GHAT NEAR WEST GUWAHATI BED COLLEGE KAMRUP ASSAM 781012 | KAMRUP METRO | ASSAM | 781012 | ₹13.9 L+₹89,796.60 (6.93%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹13.9 L+₹97,896.90 (7.56%)Rejected-Finance AIR FORCE ROAD GORAIMARI PO HALESWAR PS TEZPUR DISTT SONITPUR ASSAM 784104 | SONITPUR | ASSAM | 784104 | ₹13.9 L+₹97,896.90 (7.56%) | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹14.0 L+₹1.1 L (8.24%)Rejected-Finance | ₹14.0 L+₹1.1 L (8.24%) | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | KHANS L6 | M/S Annu Electronics L2 | M/S R.B. Construction L4 | M/S PK ENTERPRISE L3 | M/S MINU ENTERPRISE L5 | 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. | 225 | Cum | 350 ₹78,750 | 220 ₹49,500 Lowest | 290 ₹65,250 | 290 ₹65,250 | 250 ₹56,250 | 248 ₹55,800 |
| 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. | 225 | Cum | 360 ₹81,000 | 280 ₹63,000 Lowest | 310 ₹69,750 | 310 ₹69,750 | 290 ₹65,250 | 295 ₹66,375 |
| 3.00 | 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. | 143 | Cum | 2,690 ₹3,84,670 | 2,700 ₹3,86,100 | 2,760 ₹3,94,680 | 2,680 ₹3,83,240 | 2,750 ₹3,93,250 | 2,600 ₹3,71,800 Lowest |
| 4.00 | 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. | 257.5 | Cum | 2,680 ₹6,90,100 | 2,700 ₹6,95,250 | 2,650 ₹6,82,375 | 2,670 ₹6,87,525 | 2,740 ₹7,05,550 | 2,480 ₹6,38,600 Lowest |
| 5.00 | M&L for 30mm thick layers of sand laid over GSB including watering and compacting, complete all as specified and directed. | 4.77 | Cum | 3,100 ₹14,787 | 3,000 ₹14,310 | 3,070 ₹14,643.9 | 2,900 ₹13,833 Lowest | 3,000 ₹14,310 | 2,970 ₹14,166.9 |
| 6.00 | 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. | 187.5 | Sqm | 240 ₹45,000 | 240 ₹45,000 | 250 ₹46,875 | 240 ₹45,000 | 260 ₹48,750 | 173 ₹32,437.5 Lowest |
| 7.00 | 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 brozer 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 endured at the time of exercise to be carried out including any type of works which may be carried out at night time also. | 43.78 | Cum | 2,710 ₹1,18,643.8 | 2,750 ₹1,20,395 | 2,740 ₹1,19,957.2 | 2,760 ₹1,20,832.8 | 2,720 ₹1,19,081.6 | 2,660 ₹1,16,454.8 Lowest |
Tender Value
₹13.2 L
EMD Value
₹26,300
Closing Date
18 Feb 2026, 6:00 pmClosed
GE AF TEZPUR
PO - Salonibari, Tezpur - 784104
RUNWAY REHABILITATION SCHEME (RRS) FOR TECH AREA AT AFS TEZPUR
2026_MES_750644_1
8140/E8
Open Tender
Civil Works
Item Rate
365 days
TEZPUR
Class E category a(i)
7 documents required · 7 mandatory
₹500
GE (AF) TEZPUR
₹26,300
Yes
17 Mar 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
18 Feb 2026
13 Feb 2026
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.
All as per item no. 1 depth exceed 1.5 m n.exc 3.0 m depth, complete all as specified and directed.
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.
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.
M&L for 30mm thick layers of sand laid over GSB including watering and compacting, complete all as specified and directed.
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.
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 brozer 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 endured at the time of exercise to be carried out including any type of works which may be carried out at night time also.
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