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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹36.5 L+₹4.7 L (14.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹37.4 L+₹5.6 L (17.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹40.6 L+₹8.8 L (27.7%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Praduman Kumar Sharma L3 | M/S GOPAL ROY AND CO L4 | RAJGURU AND COMPANY L1 | MS J B CONSTRUCTION AND CO L2 |
|---|---|---|---|---|---|---|---|
| 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 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 401.72 | Sqm | 75 ₹30,129 | 72 ₹28,923.84 | 50 ₹20,086 Lowest | 60 ₹24,103.2 |
| 2.00 | 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. | 44.48 | Cum | 415 ₹18,459.2 | 412 ₹18,325.76 | 300 ₹13,344 Lowest | 400 ₹17,792 |
| 3.00 | Excavation 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 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good disturbed surface in any type of soil complete all as specified and as directed. | 18 | Each | 210 ₹3,780 | 210 ₹3,780 | 100 ₹1,800 Lowest | 150 ₹2,700 |
| 4.00 | 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. | 27.37 | Cum | 200 ₹5,474 | 215 ₹5,884.55 | 100 ₹2,737 Lowest | 152 ₹4,160.24 |
| 5.00 | 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. | 62.2 | Cum | 245 ₹15,239 | 235 ₹14,617 | 200 ₹12,440 Lowest | 250 ₹15,550 |
| 6.00 | 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. | 39.54 | Cum | 3,580 ₹1,41,553.2 | 3,620 ₹1,43,134.8 | 3,000 ₹1,18,620 Lowest | 3,500 ₹1,38,390 |
| 7.00 | 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. | 6.46 | Cum | 3,950 ₹25,517 Lowest | 6,000 ₹38,760 | 5,000 ₹32,300 | 5,800 ₹37,468 |
| 8.00 | Material and labour for providing cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. | 2.45 | Cum | 5,900 ₹14,455 | 6,050 ₹14,822.5 | 5,000 ₹12,250 Lowest | 5,950 ₹14,577.5 |
| 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. | 4.2 | Cum | 6,600 ₹27,720 | 6,800 ₹28,560 | 6,000 ₹25,200 Lowest | 6,700 ₹28,140 |
Tender Value
₹31.9 L
EMD Value
₹64,000
Closing Date
11 Sept 2026, 6:00 pmClosed
GARRISON ENGINEER JORHAT
GARRISON ENGINEER JORHAT
PROVN OF INTERLOCKING TILES ALONG THE ROAD NEAR BLDG NO P21 PROVN OF PARKING SHED NEAR OR MD ACCN BLDG NO T155 PROVN OF HARDSTANDING WITH COVERED SHED AND CONNECTING PATHWAY NEAR BLDG NO P232 AND PROVN OF TOILET BLOCK NEAR ROI AT LICHUBARI UNDER GE J
2026_MES_782195_1
8337/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
₹64,000
Yes
28 Sept 2026
3 Aug 2026
12 Sept 2026
3 Aug 2026
11 Sept 2026
28 Aug 2026
3 Aug 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 401.72 | Sqm | - | - |
| 2 | 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. | 44.48 | Cum | - | - |
| 3 | Excavation 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 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good disturbed surface in any type of soil complete all as specified and as directed. | 18 | Each | - | - |
| 4 | 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. | 27.37 | Cum | - | - |
| 5 | 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. | 62.2 | Cum | - | - |
| 6 | 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. | 39.54 | Cum | - | - |
| 7 | 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. | 6.46 | Cum | - | - |
| 8 | Material and labour for providing cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. | 2.45 | 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. | 4.2 | 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. | 5.36 | Cum | - | - |
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