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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC OPPOSITE MERCEDES SHOWROOM NALAPARA BIHARBARI GUWAHATI 781029 ASSAM | RI BHOI | MEGHALAYA | 781029 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹47.6 L+₹89,334.20 (1.91%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹48.1 L+₹1.4 L (3.04%)Rejected-Finance MOHANPUR PT LL HOUSE NO 00 CITY TOWN SILCHAR P O KATIRAIL P S KATIGORAH DISTRICT CACHAR PIN 788804 | CACHAR | ASSAM | 788804 | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S Bharat Construction L3 | M/S MANOJ PAUL L2 | M/S P&R CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 300 | Sqm | 200 ₹60,000 | 52 ₹15,600 | 35 ₹10,500 Lowest |
| 2.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surfaces in soft/loose soil complete all as specified and as directed. | 50 | Each | 120 ₹6,000 Lowest | 250 ₹12,500 | 170 ₹8,500 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Soft / Loose etc complete all as specified and as directed | 44.1 | Cum | 410 ₹18,081 | 270 ₹11,907 | 250 ₹11,025 Lowest |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 18.31 | Cum | 200 ₹3,662 | 170 ₹3,112.7 | 100 ₹1,831 Lowest |
| 5.00 | Removal of surplus excavated soil to a distance exc 250m but nexc 500m and depositing as directed at a level n exc 1.5m from the starting point complete all as specified and as directed. | 26.11 | Cum | 200 ₹5,222 | 170 ₹4,438.7 | 120 ₹3,133.2 Lowest |
| 6.00 | Material and labour for hardcore of broken or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 41.5 | Cum | 2,300 ₹95,450 Lowest | 2,300 ₹95,450 Lowest | 2,300 ₹95,450 Lowest |
| 7.00 | Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 10 | Cum | 1,300 ₹13,000 | 1,200 ₹12,000 | 450 ₹4,500 Lowest |
| 8.00 | Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and as directed. | 20 | Cum | 4,000 ₹80,000 | 1,500 ₹30,000 | 1,200 ₹24,000 Lowest |
| 9.00 | Material and labour for PCC 1:4:8 type D2 (using 40mm grade stone aggregate ) as in foundation /mass concrete complete all as specified and as directed. | 13.25 | Cum | 6,000 ₹79,500 | 8,000 ₹1,06,000 | 4,200 ₹55,650 Lowest |
| 10.00 | Material and labour for RCC M-25 (20mm graded stone aggregate) design mix as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete etc complete all as specified and as directed. | 4.5 | Cum | 11,500 ₹51,750 | 9,000 ₹40,500 | 8,000 ₹36,000 Lowest |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
25 Feb 2026, 6:00 pmClosed
GE Narangi
GE Narangi C/o 99 APo
PROVN OF CHANGING ROOM FOR LADIES EMP IN DEPOT AREA OF 222 ABOD, 07 X VEH PARKING SHED AT B BLOCK, REPLACEMENT OF ASBESTOS SHEET FOR ROOF OF OR LINE BLDG NO P-01 AT HQ 4 CORPS TAC, REAIRABLE SALVAGE FURNITURE SHED FOR BSO IMPROVEMENT OF FLOORING AT
2026_MES_751342_1
8155/B/E8
Open Tender
Civil Works
Item Rate
180 days
Guwahati
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Narangi
₹98,000
Yes
2 May 2026
5 Feb 2026
27 Feb 2026
5 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 300 | Sqm | - | - |
| 2 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surfaces in soft/loose soil complete all as specified and as directed. | 50 | Each | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Soft / Loose etc complete all as specified and as directed | 44.1 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 18.31 | Cum | - | - |
| 5 | Removal of surplus excavated soil to a distance exc 250m but nexc 500m and depositing as directed at a level n exc 1.5m from the starting point complete all as specified and as directed. | 26.11 | Cum | - | - |
| 6 | Material and labour for hardcore of broken or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 41.5 | Cum | - | - |
| 7 | Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 10 | Cum | - | - |
| 8 | Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and as directed. | 20 | Cum | - | - |
| 9 | Material and labour for PCC 1:4:8 type D2 (using 40mm grade stone aggregate ) as in foundation /mass concrete complete all as specified and as directed. | 13.25 | Cum | - | - |
| 10 | Material and labour for RCC M-25 (20mm graded stone aggregate) design mix as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete etc complete all as specified and as directed. | 4.5 | Cum | - | - |
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