Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAccepted-AOC | ₹39.0 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹43.9 LRejected-Finance GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹43.9 L | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹47.0 LRejected-Finance NEAR PLAY GROUND BIRDLINE CALICUT POST PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹47.0 L | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹47.5 LRejected-Finance | ₹47.5 L | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹47.7 LRejected-Finance | ₹47.7 L | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | B S Grewal L2 | M/s Gurunath Construction L6 | M/s Harjas Construction & Waterproofing Co L8 | M/s Saina Enterprises L3 | M/s Sai Electrical Works L1 | M/s K Moorthi L4 | M/s Ramesh Lal L10 | Sri Ram Construction L9 | Nirman Construction Company L5 | M/s Prem Enterprise L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | 456.6 | Cum | 360 ₹1.6 L | 420 ₹1.9 L | 395 ₹1.8 L | 520 ₹2.4 L | 290 ₹1.3 L | 420 ₹1.9 L | 650 ₹3.0 L | 465 ₹2.1 L | 420 ₹1.9 L | 460 ₹2.1 L |
| 2.00 | Excavation over areas exc 1.5 m n exc. 3 m deep and getting out in soft disintegrated rock complete all as specified and directed | 34 | Cum | 370 ₹12,580 | 420 ₹14,280 | 395 ₹13,430 | 350 ₹11,900 | 290 ₹9,860 | 420 ₹14,280 | 650 ₹22,100 | 465 ₹15,810 | 420 ₹14,280 | 460 ₹15,640 |
| 3.00 | M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed. | 29.53 | Cum | 10,500 ₹3.1 L | 11,900 ₹3.5 L | 11,500 ₹3.4 L | 10,900 ₹3.2 L | 9,000 ₹2.7 L | 11,800 ₹3.5 L | 11,200 ₹3.3 L | 10,900 ₹3.2 L | 11,200 ₹3.3 L | 11,200 ₹3.3 L |
| 4.00 | 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 | 81.3 | Cum | 13,500 ₹11.0 L | 14,500 ₹11.8 L | 14,200 ₹11.5 L | 14,200 ₹11.5 L | 14,000 ₹11.4 L | 13,950 ₹11.3 L | 14,950 ₹12.2 L | 14,500 ₹11.8 L | 14,000 ₹11.4 L | 15,200 ₹12.4 L |
| 5.00 | 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 | 84.9 | Cum | 13,500 ₹11.5 L | 14,500 ₹12.3 L | 14,200 ₹12.1 L | 14,200 ₹12.1 L | 14,000 ₹11.9 L | 13,950 ₹11.8 L | 14,950 ₹12.7 L | 14,500 ₹12.3 L | 14,000 ₹11.9 L | 15,200 ₹12.9 L |
| 6.00 | 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 and directed. | 49 | Sqm | 500 ₹24,500 | 620 ₹30,380 | 520 ₹25,480 | 650 ₹31,850 | 300 ₹14,700 | 550 ₹26,950 | 800 ₹39,200 | 720 ₹35,280 | 600 ₹29,400 | 600 ₹29,400 |
| 7.00 | 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 and directed. | 213.35 | Sqm | 500 ₹1.1 L | 620 ₹1.3 L | 520 ₹1.1 L | 650 ₹1.4 L | 300 ₹64,005 | 550 ₹1.2 L | 800 ₹1.7 L | 720 ₹1.5 L | 600 ₹1.3 L | 600 ₹1.3 L |
| 8.00 | 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 and directed. | 147.5 | Sqm | 500 ₹73,750 | 620 ₹91,450 | 520 ₹76,700 | 650 ₹95,875 | 300 ₹44,250 | 550 ₹81,125 | 800 ₹1.2 L | 720 ₹1.1 L | 650 ₹95,875 | 600 ₹88,500 |
| 9.00 | 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 and directed. | 9,420 | Kg | 125 ₹11.8 L | 138 ₹13.0 L | 165 ₹15.5 L | 125 ₹11.8 L | 90 ₹8.5 L | 140 ₹13.2 L | 140 ₹13.2 L | 160 ₹15.1 L | 140 ₹13.2 L | 140 ₹13.2 L |
| 10.00 | 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 and directed. | 33.08 | Cum | 3,200 ₹1.1 L | 3,600 ₹1.2 L | 3,650 ₹1.2 L | 3,500 ₹1.2 L | 2,300 ₹76,084 | 3,800 ₹1.3 L | 3,800 ₹1.3 L | 4,200 ₹1.4 L | 3,950 ₹1.3 L | 3,800 ₹1.3 L |
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
21 Nov 2025, 6:00 pmClosed
GE BRICHGUNJ SRI VIJAYA PURAM
GE BRICHGUNJ SRI VIJAYA PURAM
PROVISION OF RETAINING WALL FROM MAIN GATE TO BASKET BALL GROUND AT TERRIERS ENCLAVE 172 INF BN TA MADRAS BRICHUGNJ MILITARY STATION SRI VIJAYA PURAM
2025_MES_715239_5
8631A
Open Tender
Civil Works
180 days
GE BRICHGUNJ SRI VIJAYA PURAM
D a(i)
9 documents required · 9 mandatory
₹500
GE BRICHGUNJ SRI VIJAYA PURAM
₹86,600
Yes
28 Mar 2026
7 Nov 2025
24 Nov 2025
7 Nov 2025
21 Nov 2025
15 Nov 2025
Amount
Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed.
Excavation over areas exc 1.5 m n exc. 3 m deep and getting out in soft disintegrated rock complete all as specified and directed
M & L for cement concrete 1:4:8 type D2 ( 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 and directed.
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 and directed.
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 and directed.
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 and directed.
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 and directed.
M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and directed
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 n.exc 50 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 Finishing walls with Acrylic smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) etc complete all as specified and as directed by Engineer-in-Charge.(Make Apex Ultima)
B S Grewal (BID ID -3479145)
M/s Saina Enterprises (BID ID -3479373)
M/s K Moorthi (BID ID -3479347)
Nirman Construction Company (BID ID -3479358)
M/s Gurunath Construction (BID ID -3479262)
M/s Prem Enterprise (BID ID -3479445)
M/s Harjas Construction & Waterproofing Co (BID ID -3479335)
Sri Ram Construction (BID ID -3479110)
M/s Ramesh Lal (BID ID -3479438)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.68 MB
8631ATender.pdf
Tender Documents • 1.18 MB
BOQ_827217.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid