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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.2 LAccepted-AOC C O GIVEN GOD NONGTDAU ARBUTHNOT ROAD NONGRIMMAW LAITUMKHRAH SHILLONG PIN 793011 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793011 | ₹45.2 L Quoted ₹47.5 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹48.8 L+₹1.3 L (2.66%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | ₹48.8 L+₹1.3 L (2.66%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹49.0 L+₹1.4 L (3.03%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | ₹49.0 L+₹1.4 L (3.03%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹49.2 L+₹1.6 L (3.44%)Rejected-Finance DEEDAR MARKET ROOM NO UB 12 POLICE BAZAR SHILLONG 793001 | EAST KHASI HILLS | MEGHALAYA | 793001 | ₹49.2 L+₹1.6 L (3.44%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹49.7 L+₹2.2 L (4.66%)Rejected-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹49.7 L+₹2.2 L (4.66%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | M/S DEEDAR ENTERPRISE L2 | Bhuiya Construction L8 | M/s M.L Consortium L3 | M/s Gupta Construction L5 | H K Enterprise L4 | HIGHTECHMETALS(INDIA) L10 | BAYAJ UDDIN MAZUMDER L9 | M S Umesh and Co L6 | M/s J. C. CONSTRUCTION L1 | R K ENGINEERING ASSEMBLE L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified. | 37 | Cubic Meter | 498 ₹18,426 | 516 ₹19,092 | 600 ₹22,200 | 565 ₹20,905 | 610 ₹22,570 | 500 ₹18,500 | 505 ₹18,685 | 490 ₹18,130 | 480 ₹17,760 Lowest | 555 ₹20,535 |
| 2.00 | Removing excavated materials (soils) exc 50.00 mtr but not exc. 250 mtr and depositing where directed at a level not exc 1.50 mtr above the starting point in soil, complete all as specified and as directed. | 50.2 | Cubic Meter | 760 ₹38,152 | 765 ₹38,403 | 695 ₹34,889 | 850 ₹42,670 | 725 ₹36,395 | 655 ₹32,881 | 700 ₹35,140 | 640 ₹32,128 | 575 ₹28,865 Lowest | 655 ₹32,881 |
| 3.00 | Returning filling in soft/loose soil, including, spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.
NOTE : The top of filled excavation shall be made proud by using the excavated soil to cater for subsequent settlement of soil. | 24 | Cubic Meter | 345 ₹8,280 | 255 ₹6,120 | 375 ₹9,000 | 305 ₹7,320 | 390 ₹9,360 | 231 ₹5,544 | 265 ₹6,360 | 225 ₹5,400 | 230 ₹5,520 | 190 ₹4,560 Lowest |
| 4.00 | Material and labour for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundation, filling and mass concrete complete all as specified. | 2 | Cubic Meter | 10,000 ₹20,000 | 9,300 ₹18,600 | 9,800 ₹19,600 | 9,100 ₹18,200 | 9,300 ₹18,600 | 8,125 ₹16,250 | 9,100 ₹18,200 | 8,000 ₹16,000 Lowest | 8,500 ₹17,000 | 8,300 ₹16,600 |
| 5.00 | Material and labour for reinforced cement concrete M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 12 | Cubic Meter | 13,100 ₹1,57,200 | 10,200 ₹1,22,400 Lowest | 13,350 ₹1,60,200 | 12,700 ₹1,52,400 | 13,000 ₹1,56,000 | 13,900 ₹1,66,800 | 10,700 ₹1,28,400 | 12,000 ₹1,44,000 | 12,500 ₹1,50,000 | 11,900 ₹1,42,800 |
| 6.00 | Material and labour for reinforced cement concrete M-25 (design mix) as in columns, pillars, posts and struts complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 3 | Cubic Meter | 13,400 ₹40,200 | 12,000 ₹36,000 | 13,420 ₹40,260 | 13,900 ₹41,700 | 13,500 ₹40,500 | 14,200 ₹42,600 | 11,900 ₹35,700 Lowest | 13,000 ₹39,000 | 13,800 ₹41,400 | 13,700 ₹41,100 |
| 7.00 | Material and labour for reinforced cement concrete M-25 (design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 4 | Cubic Meter | 13,500 ₹54,000 | 13,100 ₹52,400 Lowest | 13,750 ₹55,000 | 13,900 ₹55,600 | 13,500 ₹54,000 | 14,250 ₹57,000 | 13,600 ₹54,400 | 14,000 ₹56,000 | 13,800 ₹55,200 | 13,900 ₹55,600 |
| 8.00 | Material and labour for reinforced cement concrete M-25 (design mix) as in chajjas complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 1.2 | Cubic Meter | 13,500 ₹16,200 Lowest | 13,600 ₹16,320 | 13,750 ₹16,500 | 13,900 ₹16,680 | 13,500 ₹16,200 Lowest | 14,950 ₹17,940 | 13,600 ₹16,320 | 14,300 ₹17,160 | 13,800 ₹16,560 | 14,125 ₹16,950 |
| 9.00 | Material and labour for reinforced cement concrete M-25 (design mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 0.7 | Cubic Meter | 13,600 ₹9,520 | 12,500 ₹8,750 | 13,600 ₹9,520 | 10,950 ₹7,665 | 13,500 ₹9,450 | 1,39,500 ₹97,650 | 12,500 ₹8,750 | 12,650 ₹8,855 | 13,500 ₹9,450 | 1,830 ₹1,281 Lowest |
| 10.00 | Material and labour for Use and waste of flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and directed. | 20 | Square Meter | 675 ₹13,500 | 610 ₹12,200 | 610 ₹12,200 | 555 ₹11,100 | 680 ₹13,600 | 612 ₹12,240 | 690 ₹13,800 | 598 ₹11,960 | 520 ₹10,400 Lowest | 580 ₹11,600 |
Tender Value
₹43.7 L
EMD Value
₹87,400
Closing Date
2 Apr 2026, 6:00 pmClosed
GE I AF SHILLONG
GE (I) (AF) Shillong Elephant Falls Camp PO Nonglyer Shillong-793009
ADDITIONAL/ ALTERNATION TO AIRMEN MESS AT HQ EAC (U) AF UNDER GE (I) (AF) SHILLONG
2026_MES_756062_1
8106/25/E8
Open Tender
Civil Works
Item Rate
180 days
GE I AF SHILLONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE I AF SHILLONG
₹87,400
Yes
6 May 2026
12 Mar 2026
4 Apr 2026
12 Mar 2026
2 Apr 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified. | 37 | Cubic Meter | - | - |
| 2 | Removing excavated materials (soils) exc 50.00 mtr but not exc. 250 mtr and depositing where directed at a level not exc 1.50 mtr above the starting point in soil, complete all as specified and as directed. | 50.2 | Cubic Meter | - | - |
| 3 | Returning filling in soft/loose soil, including, spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.
NOTE : The top of filled excavation shall be made proud by using the excavated soil to cater for subsequent settlement of soil. | 24 | Cubic Meter | - | - |
| 4 | Material and labour for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundation, filling and mass concrete complete all as specified. | 2 | Cubic Meter | - | - |
| 5 | Material and labour for reinforced cement concrete M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 12 | Cubic Meter | - | - |
| 6 | Material and labour for reinforced cement concrete M-25 (design mix) as in columns, pillars, posts and struts complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 3 | Cubic Meter | - | - |
| 7 | Material and labour for reinforced cement concrete M-25 (design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 4 | Cubic Meter | - | - |
| 8 | Material and labour for reinforced cement concrete M-25 (design mix) as in chajjas complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 1.2 | Cubic Meter | - | - |
| 9 | Material and labour for reinforced cement concrete M-25 (design mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.
Note:- Reinforcement and form work shall be measured and paid separately | 0.7 | Cubic Meter | - | - |
| 10 | Material and labour for Use and waste of flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and directed. | 20 | Square Meter | - | - |
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