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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | L1 | Accepted-AOC Due to L1 | |
| 2 | L2₹19.2 L+₹93,576.50 (5.12%)Rejected-Finance | L2 | Rejected-Finance Quoted rate more than L1 | |
| 3 | L3₹19.7 L+₹1.4 L (7.65%)Rejected-Finance | L3 | Rejected-Finance Quoted rate more than L1 | |
| 4 | L4₹19.9 L+₹1.6 L (8.83%)Rejected-Finance | L4 | Rejected-Finance Quoted rate more than L1 | |
| 5 | L5₹19.9 L+₹1.7 L (9.10%)Rejected-Finance | L5 | Rejected-Finance Quoted rate more than L1 |
| Sl No | Description | Qty | Unit | NIHAR ENTERPRISE L6 | M/S PAUL CONSTRUCTION L7 | M/S Praduman Kumar Sharma L4 | THE SUPPLY AGENCY L2 | 4S ASSOCIATES L5 | satyabhama and co L3 | M/S BARUAH ELECTRICALS L8 | Chief Builders &Consultants L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 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. | 30.35 | Cum | 220 ₹6,677 Lowest | 340 ₹10,319 | 335 ₹10,167.25 | 300 ₹9,105 | 320 ₹9,712 | 350 ₹10,622.5 | 300 ₹9,105 | 350 ₹10,622.5 |
| 2.00 | 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. | 18.58 | Cum | 70 ₹1,300.6 Lowest | 100 ₹1,858 | 98 ₹1,820.84 | 305 ₹5,666.9 | 95 ₹1,765.1 | 100 ₹1,858 | 95 ₹1,765.1 | 80 ₹1,486.4 |
| 3.00 | 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. | 11.77 | Cum | 150 ₹1,765.5 | 123 ₹1,447.71 | 120 ₹1,412.4 | 125 ₹1,471.25 | 120 ₹1,412.4 | 125 ₹1,471.25 | 120 ₹1,412.4 | 100 ₹1,177 Lowest |
| 4.00 | 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. | 12.15 | Cum | 2,600 ₹31,590 | 2,700 ₹32,805 | 2,700 ₹32,805 | 1,650 ₹20,047.5 Lowest | 2,600 ₹31,590 | 2,650 ₹32,197.5 | 2,600 ₹31,590 | 3,200 ₹38,880 |
| 5.00 | Material and labour for moorum/red bajri, filling in road side berm laid in layers not exceeding 150mm spread thickness, spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | 28.8 | Cum | 2,800 ₹80,640 | 2,850 ₹82,080 | 2,785 ₹80,208 | 2,800 ₹80,640 | 2,900 ₹83,520 | 2,800 ₹80,640 | 2,900 ₹83,520 | 1,700 ₹48,960 Lowest |
| 6.00 | 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. | 7.1 | Cum | 9,400 ₹66,740 | 9,635 ₹68,408.5 | 9,400 ₹66,740 | 9,500 ₹67,450 | 9,600 ₹68,160 | 9,500 ₹67,450 | 9,600 ₹68,160 | 8,500 ₹60,350 Lowest |
| 7.00 | 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. | 9.95 | Cum | 10,500 ₹1,04,475 Lowest | 11,450 ₹1,13,927.5 | 11,500 ₹1,14,425 | 10,800 ₹1,07,460 | 11,500 ₹1,14,425 | 11,000 ₹1,09,450 | 11,460 ₹1,14,027 | 12,500 ₹1,24,375 |
| 8.00 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in as in column, pillars, piers, posts and struts complete all as specified and as directed. | 1.43 | Cum | 10,500 ₹15,015 Lowest | 11,450 ₹16,373.5 | 11,500 ₹16,445 | 10,850 ₹15,515.5 | 11,500 ₹16,445 | 11,000 ₹15,730 | 11,460 ₹16,387.8 | 10,500 ₹15,015 Lowest |
| 9.00 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in beams, cantilevers, lintel over 1.50m span complete all as specified and as directed. | 9.92 | Cum | 11,000 ₹1,09,120 | 12,300 ₹1,22,016 | 12,000 ₹1,19,040 | 10,850 ₹1,07,632 Lowest | 12,000 ₹1,19,040 | 11,000 ₹1,09,120 | 12,350 ₹1,22,512 | 11,500 ₹1,14,080 |
Tender Value
₹17.4 L
EMD Value
₹35,000
Closing Date
12 May 2026, 6:00 pmClosed
GARRISON ENGINEER JORHAT
GARRISON ENGINEER JORHAT
PROVN OF STORE ROOM NEAR 41 SUB AREA REGIMENTAL SHOP PROVN OF 3 X HARDSTANDING AND PROVN OF AIR CONDITIONERS FOR EPU AT LICHUBARI UNDER GE JORHAT
2026_MES_761668_1
8315/GE/E8
Open Tender
Civil Works
Item Rate
180 days
GE JORHAT
As per NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER JORHAT
₹35,000
Yes
9 Aug 2026
23 Apr 2026
15 May 2026
23 Apr 2026
12 May 2026
6 May 2026
23 Apr 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | Material and labour for moorum/red bajri, filling in road side berm laid in layers not exceeding 150mm spread thickness, spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in as in column, pillars, piers, posts and struts complete all as specified and as directed. | - | Cum | - | - |
| - | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in beams, cantilevers, lintel over 1.50m span complete all as specified and as directed. | - | Cum | - | - |
| - | Material and labour for 100mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in sub base floring and finish the surface fair and even complete all as specified and as directed. | - | Sqm | - | - |
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