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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.2 LAccepted-AOC PO CHABUA DISTT DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | ₹44.2 L | L1 | Accepted-AOC Accepted Being L1 |
| 2 | L2₹47.0 L+₹2.8 L (6.30%)Rejected-Finance PO HATIALI SIDING CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | ₹47.0 L+₹2.8 L (6.30%) | L2 | Rejected-Finance Rejected Being L2 |
| 3 | L3₹47.4 L+₹3.2 L (7.27%)Rejected-Finance C O SREE SUMANGAL A T ROAD TINSUKIA ASSAM 786125 | TINSUKIA | DIBRUGARH | ASSAM | 786125 | ₹47.4 L+₹3.2 L (7.27%) | L3 | Rejected-Finance Rejected Being L3 |
| 4 | L4₹47.8 L+₹3.5 L (8.00%)Rejected-Finance A T ROAD CHABUA DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹47.8 L+₹3.5 L (8.00%) | L4 | Rejected-Finance Rejected Being L4 |
| 5 | L5₹47.9 L+₹3.6 L (8.21%)Rejected-Finance NEAR RASTRYA HINDI VIDYALAYA PO CHABUA DIST DIBRUGARH ASSAM 84 | CHABUA | DIBRUGARH | ASSAM | 786102 | ₹47.9 L+₹3.6 L (8.21%) | L5 | Rejected-Finance Rejected Being L5 |
| Sl No | Description | Qty | Unit | pintoo construction L5 | M/s KL Agarwalla & Co L1 | M/s. Chanda Construction L7 | M/S P R SINGH AND SONS L6 | M/S D P BERLIA L3 | kabitaconstruction L4 | M/S R G Construction L8 | M/s Krishna Construction L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,656 | Sqm | 40 ₹66,240 | 30 ₹49,680 | 48 ₹79,488 | 46 ₹76,176 | 40 ₹66,240 | 27 ₹44,712 Lowest | 44 ₹72,864 | 47 ₹77,832 |
| 2.00 | Removing Excavated soils exc 250m but n.exc.500 m and deposting where directed by Engr-in-charge . | 248.4 | Cum | 360 ₹89,424 | 250 ₹62,100 | 266 ₹66,074.4 | 293 ₹72,781.2 | 277 ₹68,806.8 | 210 ₹52,164 Lowest | 364 ₹90,417.6 | 283 ₹70,297.2 |
| 3.00 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH
specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag
or combination thereof as per the grading required .The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight/ Hand Roller for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and
directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 165.6 | 10Sqm | 6,050 ₹10,01,880 | 5,700 ₹9,43,920 Lowest | 5,790 ₹9,58,824 | 5,951 ₹9,85,485.6 | 5,800 ₹9,60,480 | 6,800 ₹11,26,080 | 6,255 ₹10,35,828 | 5,890 ₹9,75,384 |
| 4.00 | M&L for cement concrete type B-1 1:2:4 (using 20mm graded aggregates) as in pavement, coping, kerb etc complete all as specified and as directed. | 15 | Cum | 8,050 ₹1,20,750 | 8,000 ₹1,20,000 Lowest | 9,266 ₹1,38,990 | 9,251 ₹1,38,765 | 8,195 ₹1,22,925 | 9,500 ₹1,42,500 | 8,500 ₹1,27,500 | 8,300 ₹1,24,500 |
| 5.00 | M&L for 60mm thick rubber moulded coloured glossy finish precast cement concrete interlocking pavers blocks / tiles Grade M-35 made with grey cement and no pigment manufactured by automatic hydraulic compression with high compressive strength ,any size, pattern and shape as approved by GE, laid over a layer of sand cushioning complete all as specified and directed. | 1,656 | Sqm | 1,610 ₹26,66,160 | 1,565 ₹25,91,640 | 1,780 ₹29,47,680 | 1,691 ₹28,00,296 | 1,665 ₹27,57,240 | 1,550 ₹25,66,800 Lowest | 1,647 ₹27,27,432 | 1,650 ₹27,32,400 |
| 6.00 | M & L for 30mm thick sand cushioning of interlocking tiles /Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 49.68 | Cum | 1,780 ₹88,430.4 | 1,600 ₹79,488 | 980 ₹48,686.4 Lowest | 1,801 ₹89,473.68 | 1,812 ₹90,020.16 | 1,000 ₹49,680 | 1,755 ₹87,188.4 | 1,850 ₹91,908 |
| 7.00 | M&L for PCC (1:4:8) type D-2, (using 40 mm graded stone aggregate), 75 mm thick, as in sub base for floor, finished even and rough complete all as specified and directed. | 1,656 | Sqm | 455 ₹7,53,480 | 348 ₹5,76,288 | 344 ₹5,69,664 Lowest | 386 ₹6,39,216 | 410 ₹6,78,960 | 480 ₹7,94,880 | 457 ₹7,56,792 | 380 ₹6,29,280 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
13 Aug 2026, 6:00 pmClosed
GE (AF) Chabua
GE (AF) Chabua
PROVISION OF PLINTH PROTECTION BY INTERLOCKING TILES FOR TAXIWAY EDGE LIGHTS OF BOTH ORPS, BOTH PTT TURN AND AROUND AQUINO DISPERSAL AT AF STN CHABUA UNDER GE (AF) CHABUA
2026_MES_780153_1
833
Open Tender
Civil Works
Item Rate
270 days
GE (AF) Chabua
As per tender documents
6 documents required · 6 mandatory
₹500
GE (AF) Chabua
₹87,200
Yes
17 Sept 2026
22 Jul 2026
20 Aug 2026
22 Jul 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,656 | Sqm | - | - |
| 2 | Removing Excavated soils exc 250m but n.exc.500 m and deposting where directed by Engr-in-charge . | 248.4 | Cum | - | - |
| 3 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH
specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag
or combination thereof as per the grading required .The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight/ Hand Roller for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and
directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 165.6 | 10Sqm | - | - |
| 4 | M&L for cement concrete type B-1 1:2:4 (using 20mm graded aggregates) as in pavement, coping, kerb etc complete all as specified and as directed. | 15 | Cum | - | - |
| 5 | M&L for 60mm thick rubber moulded coloured glossy finish precast cement concrete interlocking pavers blocks / tiles Grade M-35 made with grey cement and no pigment manufactured by automatic hydraulic compression with high compressive strength ,any size, pattern and shape as approved by GE, laid over a layer of sand cushioning complete all as specified and directed. | 1,656 | Sqm | - | - |
| 6 | M & L for 30mm thick sand cushioning of interlocking tiles /Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 49.68 | Cum | - | - |
| 7 | M&L for PCC (1:4:8) type D-2, (using 40 mm graded stone aggregate), 75 mm thick, as in sub base for floor, finished even and rough complete all as specified and directed. | 1,656 | Sqm | - | - |
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