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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC MOHANBARI JEMES WARREN TINALI AIR PORT ROAD PO MOHANBARI ASSAM 786012 | DIBRUGARH | ASSAM | 786012 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹48.3 L+₹3.4 L (7.61%)Rejected-Finance AT ROAD NEAR MES TINALI PO CHABUA DIST DIBRUGARH ASSAM | L2 | Rejected-Finance Being other than Lowest | |
| 3 | L3₹48.8 L+₹3.9 L (8.58%)Rejected-Finance | L3 | Rejected-Finance Being other than Lowest | |
| 4 | L4₹49.8 L+₹4.9 L (11.0%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG 793009 MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L4 | Rejected-Finance Being other than Lowest | |
| 5 | L5₹52.0 L+₹7.1 L (15.7%)Rejected-Finance NAV PUKHARI ROAD MILLAN PALLY PO DIST TINSUKIA ASSAM 786 125 | TINSUKIA | DIBRUGARH | ASSAM | 786125 | L5 | Rejected-Finance Being other than Lowest |
| Sl No | Description | Qty | Unit | M/s Pramillabh Construction L5 | M/s Sashi Enterprise L6 | M/S P R SINGH AND SONS L8 | M/S P.K.B.CONSTRUCTION L1 | M/S RK Trading L2 | D N ENTERPRISE L3 | S K ENTERPRISE L4 | M/S CHAKRA GOHAIN L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of PCC in plinth protection and hard standing in ground floors & pavings n.exc 15cm thickness (below or above ground level) (unreinforced) wihtout disturbing the existing structure/ services on ground and removal of demolished material out side defence land complete all as specified and directed. | 15 | Cum | 1,500 ₹22,500 | 1,535 ₹23,025 | 1,634 ₹24,510 | 1,250 ₹18,750 Lowest | 1,350 ₹20,250 | 1,400 ₹21,000 | 1,350 ₹20,250 | 1,565 ₹23,475 |
| 2.00 | M&L for 100mm thick Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. | 100 | Sqm | 900 ₹90,000 | 921 ₹92,100 | 980 ₹98,000 | 700 ₹70,000 Lowest | 800 ₹80,000 | 950 ₹95,000 | 900 ₹90,000 | 939 ₹93,900 |
| 3.00 | M&L for 75 mm thick Plain Cement Concrete 1:2:4 type B2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. | 100 | Sqm | 950 ₹95,000 | 972 ₹97,200 | 1,035 ₹1,03,500 | 800 ₹80,000 Lowest | 900 ₹90,000 | 1,050 ₹1,05,000 | 1,000 ₹1,00,000 | 991 ₹99,100 |
| 4.00 | M&L for high strength epoxy concrete (FOSROC - Expocrete EC) filling for area prepared by cutting manualy or mechanicaly/cleaning/drying by blower, epoxy concrete prepared by mixing of prepacked Expocrete EC having base (B), Hardner (H), fine filler (FF) with 6 - 10mm graded stone aggregate (CA) at site in the specified proportion by weight (B : H : FF : CA - 4.537 : 2.145 : 20.818 : 30) as per manufacturer's instructions. The epoxy concrete shall be applied to prepared and primed surface within 30 minutes of mixing, finished with a steel trowel to fair and even surface complete all as specified and directed. | 1.25 | Cum | 4,50,000 ₹5,62,500 | 4,60,350 ₹5,75,437.5 | 4,90,001 ₹6,12,501.25 | 3,75,000 ₹4,68,750 Lowest | 4,00,000 ₹5,00,000 | 4,30,000 ₹5,37,500 | 4,25,000 ₹5,31,250 | 4,69,350 ₹5,86,687.5 |
| 5.00 | Preparation of old treated horizontal concrete or bituminous roads, pavments surfaces exceeding 10cm width or girth with wire brushes etc. and painting lines, dashes, strips, circles and other markings with one coat of water thinable/ matt finished road marking paint white/ orange/ yellow/ black or any other colour as approved by GE complete all as specified and directed.
Note : Runway paint to be carried out on the same surface at a interval of 03 to 04 month/ as and when required by user. | 9,930 | Sqm | 190 ₹18,86,700 | 194 ₹19,26,420 | 207 ₹20,55,510 | 165 ₹16,38,450 Lowest | 190 ₹18,86,700 | 200 ₹19,86,000 | 200 ₹19,86,000 | 198 ₹19,66,140 |
| 6.00 | M&L for preparing bituminous surfaces of road and marking 1.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 1,372 | RM | 450 ₹6,17,400 | 460 ₹6,31,120 | 490 ₹6,72,280 | 355 ₹4,87,060 Lowest | 375 ₹5,14,500 | 375 ₹5,14,500 | 375 ₹5,14,500 | 469 ₹6,43,468 |
| 7.00 | M&L for racking of joint/removing old sealing compound, dirt from construction/dummy joint 10mm wide and 28 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell ,medium density cross linked polyethene foam backup rod of 12 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using marking tape on edges of joints to avoid accidental spillage of sealent on top surface of pavements complete all as specified and directed. | 40 | 10 RM | 1,200 ₹48,000 | 1,228 ₹49,120 | 1,307 ₹52,280 | 1,050 ₹42,000 Lowest | 1,200 ₹48,000 | 1,200 ₹48,000 | 1,200 ₹48,000 | 1,252 ₹50,080 |
| 8.00 | M&L for racking of joint/removing old sealing compound, dirt from expansion joint 20mm wide and 40 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell, medium density cross linked polyethene foam backup rod of 25 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using masking tape on edges of joints to avoid accidental spillage of sealent on top of surface of pavements complete all as specified and directed. | 40 | 10 RM | 1,800 ₹72,000 Lowest | 1,841 ₹73,640 | 1,960 ₹78,400 | 1,850 ₹74,000 | 1,950 ₹78,000 | 1,950 ₹78,000 | 1,950 ₹78,000 | 1,877 ₹75,080 |
| 9.00 | M&L for provn of 600mm dia punched tape concertina coil fixed in repairs complete all as specified and directed. | 65 | RM | 800 ₹52,000 | 818 ₹53,170 | 871 ₹56,615 | 750 ₹48,750 Lowest | 800 ₹52,000 | 800 ₹52,000 | 800 ₹52,000 | 834 ₹54,210 |
| 10.00 | M&L for providing Plain Cement Concrete 1:2:4 type B1 (using 40mm graded stone aggregate) as in benching of surface channels and drains complete all as specified and directed. | 2.3 | Cum | 12,000 ₹27,600 | 12,276 ₹28,234.8 | 13,067 ₹30,054.1 | 9,500 ₹21,850 Lowest | 9,600 ₹22,080 | 9,600 ₹22,080 | 9,600 ₹22,080 | 12,516 ₹28,786.8 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
28 Apr 2026, 6:00 pmClosed
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
REPAIR/ MAINT OF OPERATING SURFACES AS EPOXY REPAIR OF TAXI TRACK ETC AND MONSOON DRAIN CLEANING AT AF STN MOHANBARI
2026_MES_759540_1
8001/782/E8
Open Tender
Civil Works
Item Rate
270 days
Mohanbari
Class D, category a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Mohanbari
₹90,000
Yes
1 Jun 2026
8 Apr 2026
29 Apr 2026
8 Apr 2026
28 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Demolition of PCC in plinth protection and hard standing in ground floors & pavings n.exc 15cm thickness (below or above ground level) (unreinforced) wihtout disturbing the existing structure/ services on ground and removal of demolished material out side defence land complete all as specified and directed. | - | Cum | - | - |
| - | M&L for 100mm thick Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for 75 mm thick Plain Cement Concrete 1:2:4 type B2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for high strength epoxy concrete (FOSROC - Expocrete EC) filling for area prepared by cutting manualy or mechanicaly/cleaning/drying by blower, epoxy concrete prepared by mixing of prepacked Expocrete EC having base (B), Hardner (H), fine filler (FF) with 6 - 10mm graded stone aggregate (CA) at site in the specified proportion by weight (B : H : FF : CA - 4.537 : 2.145 : 20.818 : 30) as per manufacturer's instructions. The epoxy concrete shall be applied to prepared and primed surface within 30 minutes of mixing, finished with a steel trowel to fair and even surface complete all as specified and directed. | - | Cum | - | - |
| - | Preparation of old treated horizontal concrete or bituminous roads, pavments surfaces exceeding 10cm width or girth with wire brushes etc. and painting lines, dashes, strips, circles and other markings with one coat of water thinable/ matt finished road marking paint white/ orange/ yellow/ black or any other colour as approved by GE complete all as specified and directed.
Note : Runway paint to be carried out on the same surface at a interval of 03 to 04 month/ as and when required by user. | - | Sqm | - | - |
| - | M&L for preparing bituminous surfaces of road and marking 1.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | - | RM | - | - |
| - | M&L for racking of joint/removing old sealing compound, dirt from construction/dummy joint 10mm wide and 28 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell ,medium density cross linked polyethene foam backup rod of 12 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using marking tape on edges of joints to avoid accidental spillage of sealent on top surface of pavements complete all as specified and directed. | - | 10 RM | - | - |
| - | M&L for racking of joint/removing old sealing compound, dirt from expansion joint 20mm wide and 40 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell, medium density cross linked polyethene foam backup rod of 25 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using masking tape on edges of joints to avoid accidental spillage of sealent on top of surface of pavements complete all as specified and directed. | - | 10 RM | - | - |
| - | M&L for provn of 600mm dia punched tape concertina coil fixed in repairs complete all as specified and directed. | - | RM | - | - |
| - | M&L for providing Plain Cement Concrete 1:2:4 type B1 (using 40mm graded stone aggregate) as in benching of surface channels and drains complete all as specified and directed. | - | Cum | - | - |
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