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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAccepted-AOC ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹47.6 L+₹2.0 L (4.46%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 3 | L3₹48.2 L+₹2.6 L (5.81%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 4 | L4₹48.7 L+₹3.1 L (6.88%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 5 | L5₹49.5 L+₹3.9 L (8.67%)Rejected-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s Gurunath Construction L1 | ANITA VARMA ENTERPRISES L4 | Nirman Construction Company L2 | MAJUMDAR FURNITURE L8 | SIMONS CONSTRUCTION L6 | DEEPAK AGENCIES L5 | SK ENTERPRISES L7 | M/s Kamal Electrical L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation n exc 1.5m deep and getting out in any type of soil complete all as specified | 120 | Cum | 450 ₹54,000 | 480 ₹57,600 | 430 ₹51,600 Lowest | 510 ₹61,200 | 450 ₹54,000 | 489 ₹58,680 | 500 ₹60,000 | 480 ₹57,600 |
| 2.00 | Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified | 240 | Cum | 450 ₹1,08,000 | 480 ₹1,15,200 | 430 ₹1,03,200 Lowest | 510 ₹1,22,400 | 450 ₹1,08,000 | 489 ₹1,17,360 | 500 ₹1,20,000 | 480 ₹1,15,200 |
| 3.00 | Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Hard/dense soil complete all as specified and as directed. | 27 | Cum | 480 ₹12,960 Lowest | 510 ₹13,770 | 500 ₹13,500 | 545 ₹14,715 | 500 ₹13,500 | 521 ₹14,067 | 530 ₹14,310 | 500 ₹13,500 |
| 4.00 | M & L for PCC 1:3:6 type C2 ( using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and as directed. | 30.5 | Cum | 10,800 ₹3,29,400 Lowest | 11,450 ₹3,49,225 | 12,000 ₹3,66,000 | 12,255 ₹3,73,777.5 | 12,000 ₹3,66,000 | 11,734 ₹3,57,887 | 12,000 ₹3,66,000 | 11,950 ₹3,64,475 |
| 5.00 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and directed | 58 | Cum | 13,500 ₹7,83,000 Lowest | 14,320 ₹8,30,560 | 14,000 ₹8,12,000 | 15,318 ₹8,88,444 | 14,800 ₹8,58,400 | 14,667 ₹8,50,686 | 15,000 ₹8,70,000 | 14,200 ₹8,23,600 |
| 6.00 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillasters and butteresses complete all as specified | 75 | Cum | 13,500 ₹10,12,500 Lowest | 14,320 ₹10,74,000 | 14,000 ₹10,50,000 | 15,318 ₹11,48,850 | 14,800 ₹11,10,000 | 14,667 ₹11,00,025 | 15,000 ₹11,25,000 | 14,200 ₹10,65,000 |
| 7.00 | M&L for use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified | 158 | Sqm | 550 ₹86,900 Lowest | 580 ₹91,640 | 560 ₹88,480 | 624 ₹98,592 | 605 ₹95,590 | 598 ₹94,484 | 610 ₹96,380 | 595 ₹94,010 |
| 8.00 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified | 320 | Sqm | 550 ₹1,76,000 Lowest | 580 ₹1,85,600 | 560 ₹1,79,200 | 624 ₹1,99,680 | 605 ₹1,93,600 | 598 ₹1,91,360 | 610 ₹1,95,200 | 595 ₹1,90,400 |
| 9.00 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified | 180 | Sqm | 550 ₹99,000 Lowest | 580 ₹1,04,400 | 560 ₹1,00,800 | 624 ₹1,12,320 | 605 ₹1,08,900 | 598 ₹1,07,640 | 610 ₹1,09,800 | 595 ₹1,07,100 |
| 10.00 | S&F TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking and binding with mild steel wire (annealed) not less than .9mm dia complete all as specified | 10,500 | Kg | 138 ₹14,49,000 Lowest | 150 ₹15,75,000 | 145 ₹15,22,500 | 157 ₹16,48,500 | 152 ₹15,96,000 | 150 ₹15,75,000 | 150 ₹15,75,000 | 145 ₹15,22,500 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
15 Jul 2025, 6:00 pmClosed
GE BRICHGUNJ SRI VIJAYA PURAM
GE BRICHGUNJ SRI VIJAYA PURAM
PROVISION OF RETAINING WALL FROM IN FRONT OF BLDG NO P 860 TO BACK SIDE OF BLDG NO P 837 AT VAYUVIHAR BROOKSHABAD AF STN SRI VIJAYA PURAM
2025_MES_716775_1
8650A
Open Tender
Civil Works
Item Rate
180 days
GE BRICHGUNJ SRI VIJAYA PURAM
Class D a(i)
9 documents required · 9 mandatory
₹500
GE BRICHGUNJ SRI VIJAYA PURAM
₹86,000
Yes
22 Sept 2025
25 Jun 2025
17 Jul 2025
25 Jun 2025
15 Jul 2025
10 Jul 2025
Amount
Rough excavation n exc 1.5m deep and getting out in any type of soil complete all as specified
Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified
Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Hard/dense soil complete all as specified and as directed.
M & L for PCC 1:3:6 type C2 ( using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and as directed.
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and directed
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillasters and butteresses complete all as specified
M&L for use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified
M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified
M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified
S&F TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking and binding with mild steel wire (annealed) not less than .9mm dia complete all as specified
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified.
M&L for 110 mm bore PVC pipes as in weep holes complete all as specified.
Return filling in Surplus soil and back filling of retaining wall, including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed
Removing excavated soil exc 50 m but not exc 250 m and depositing where directed at level n.exc 1.50 m above the starting point complete all as specified and directed.
M&L for PCC solid block masonry wall with PCC blocks Type C1 (1:3:6) (using 20 mm graded aggregates) , set in CM (1:4) complete all as specified and directed.
M&L for rendering on fair surfaces of block masonry in CM (1:4), 15 mm thick, complete all as specified and directed.
Nirman Construction Company (BID ID -3357803)
M/s Kamal Electrical (BID ID -3356673)
ANITA VARMA ENTERPRISES (BID ID -3357226)
DEEPAK AGENCIES (BID ID -3357329)
SIMONS CONSTRUCTION (BID ID -3357360)
SK ENTERPRISES (BID ID -3356988)
MAJUMDAR FURNITURE (BID ID -3357893)
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