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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAdmitted-Finance ROWRIAH KB ROAD PO CHALIHA JORHAT 785004 ASSAM | JORHAT | JORHAT | ASSAM | 785004 | L1 | Admitted-Finance | |
| 2 | L2₹41.5 L+₹1.8 L (4.61%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹42.7 L+₹3.0 L (7.68%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹42.8 L+₹3.1 L (7.86%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹43.3 L+₹3.6 L (9.19%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | A K DUTTA CHOWDHURY AND CO L8 | M/S DHAR AND DHAR L1 | M/S PAUL CONSTRUCTION L2 | M/S AK SINGH L4 | M/S GOPAL ROY AND CO L6 | Chief Builders &Consultants L7 | AJOY DUTTA CHOWDHURY AND CO L5 | M/S DILIP GOSWAMI L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00NOTE:- (i) The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates. (ii) It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. (iii) (Applicable for all items/parts):- The bidders/contractors are advised to refer Notes on BOQ/SCH'A' before entry/quoting the rates. | |||||||||||
| 1.00 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. | 23.81 | Cum | 650 ₹15,476.5 | 600 ₹14,286 Lowest | 610 ₹14,524.1 | 650 ₹15,476.5 | 650 ₹15,476.5 | 658 ₹15,666.98 | 655 ₹15,595.55 | 620 ₹14,762.2 |
| 2.00 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. | 826.25 | Sqm | 45 ₹37,181.25 | 38 ₹31,397.5 Lowest | 40 ₹33,050 | 45 ₹37,181.25 | 48 ₹39,660 | 40 ₹33,050 | 46 ₹38,007.5 | 42 ₹34,702.5 |
| 3.00 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) and removal of rubbish from the site complete all as specified and as directed. | 83.5 | Cum | 755 ₹63,042.5 | 700 ₹58,450 Lowest | 710 ₹59,285 | 730 ₹60,955 | 760 ₹63,460 | 758 ₹63,293 | 754 ₹62,959 | 720 ₹60,120 |
| 4.00 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10Sqm on plan and not exceeding 1.50m in depth and getting out in soft/loose soil complete all as specified and as directed. | 44.32 | Cum | 199 ₹8,819.68 | 180 ₹7,977.6 Lowest | 182 ₹8,066.24 | 195 ₹8,642.4 | 200 ₹8,864 | 196 ₹8,686.72 | 195 ₹8,642.4 | 192 ₹8,509.44 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm on soft/loose soil complete all as specified and as directed. | 12.11 | Cum | 105 ₹1,271.55 | 90 ₹1,089.9 Lowest | 92 ₹1,114.12 | 96 ₹1,162.56 | 110 ₹1,332.1 | 160 ₹1,937.6 | 100 ₹1,211 | 95 ₹1,150.45 |
| 6.00 | Removing excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. | 31.83 | Cum | 135 ₹4,297.05 | 120 ₹3,819.6 Lowest | 122 ₹3,883.26 | 152 ₹4,838.16 | 140 ₹4,456.2 | 245 ₹7,798.35 | 136 ₹4,328.88 | 142 ₹4,519.86 |
| 7.00 | Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. | 8.85 | Cum | 3,500 ₹30,975 | 3,100 ₹27,435 Lowest | 3,120 ₹27,612 | 3,200 ₹28,320 | 4,800 ₹42,480 | 3,496 ₹30,939.6 | 3,490 ₹30,886.5 | 3,129 ₹27,691.65 |
| 8.00 | Material and labour for providing cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. | 17.76 | Cum | 790 ₹14,030.4 | 700 ₹12,432 Lowest | 710 ₹12,609.6 | 750 ₹13,320 | 3,900 ₹69,264 | 8,600 ₹1,52,736 | 800 ₹14,208 | 720 ₹12,787.2 |
| 9.00 | Material and labour for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and as directed. | 16.5 | Cum | 12,000 ₹1,98,000 | 10,000 ₹1,65,000 Lowest | 10,200 ₹1,68,300 | 10,900 ₹1,79,850 | 10,500 ₹1,73,250 | 12,850 ₹2,12,025 | 12,100 ₹1,99,650 | 10,520 ₹1,73,580 |
Tender Value
₹41.5 L
EMD Value
₹83,000
Closing Date
21 Sept 2026, 6:00 pmClosed
GARRISON ENGINEER JORHAT
GARRISON ENGINEER JORHAT
PROVN OF STORE ROOM AT BLDG NO P-21 PROVN OF 2x DEEP FREEZER 3x REFRIGERATOR AND SPECIAL REPAIR TO PATHWAY NEAR RHINO GATE AT LICHUBARI UNDER GE JORHAT
2026_MES_785747_1
8354/GE/E8
Open Tender
Civil Works
Item Rate
180 days
GE JORHAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER JORHAT
₹83,000
Yes
1 Oct 2026
22 Aug 2026
22 Sept 2026
7 Sept 2026
21 Sept 2026
15 Sept 2026
7 Sept 2026 - 13 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. | 23.81 | Cum | - | - |
| 2 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. | 826.25 | Sqm | - | - |
| 3 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) and removal of rubbish from the site complete all as specified and as directed. | 83.5 | Cum | - | - |
| 4 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10Sqm on plan and not exceeding 1.50m in depth and getting out in soft/loose soil complete all as specified and as directed. | 44.32 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm on soft/loose soil complete all as specified and as directed. | 12.11 | Cum | - | - |
| 6 | Removing excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. | 31.83 | Cum | - | - |
| 7 | Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. | 8.85 | Cum | - | - |
| 8 | Material and labour for providing cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. | 17.76 | Cum | - | - |
| 9 | Material and labour for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and as directed. | 16.5 | Cum | - | - |
| 10 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in footing, foundation beam, bases of column plinth beams, etc complete all as specified and as directed. | 2.93 | Cum | - | - |
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