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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹46.1 L+₹4.8 L (11.7%)Rejected-AOC NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹46.3 L+₹5.1 L (12.3%)Rejected-AOC | L3 | Rejected-AOC NOT LOWEST | |
| 4 | L4₹46.4 L+₹5.2 L (12.5%)Rejected-AOC | L4 | Rejected-AOC NOT LOWEST | |
| 5 | L5₹49.7 L+₹8.4 L (20.5%)Rejected-AOC | L5 | Rejected-AOC NOT LOWEST |
| Sl No | Description | Qty | Unit | JAIHIND ENTERPRISES L1 | M/S SIRI BUILDERS L2 | C-Will Engineers & Architects No Rank | J R CONSTRUCTIONS L5 | Gee Kay Projects L4 | AMR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) not exceeding 1.5 m deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr etc complete all as specified and as directed. | 276.75 | Cum | 240 ₹66,420 | 215 ₹59,501.25 Lowest | - | 225 ₹62,268.75 | 321 ₹88,836.75 | 230 ₹63,652.5 |
| 2.00 | Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 1.5 m but not exceeding 3.0 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 3 mtr etc complete all as specified and as directed. | 276.75 | Cum | 310 ₹85,792.5 | 215 ₹59,501.25 Lowest | - | 290 ₹80,257.5 | 321 ₹88,836.75 | 240 ₹66,420 |
| 3.00 | Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 3 m but not exceeding 4.5 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 4.5 mtr etc complete all as specified and as directed. | 276.75 | Cum | 350 ₹96,862.5 | 215 ₹59,501.25 Lowest | - | 350 ₹96,862.5 | 321 ₹88,836.75 | 250 ₹69,187.5 |
| 4.00 | Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 4.50 m but not exceeding 6.00 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 6 mtr etc complete all as specified and as directed. | 276.75 | Cum | 350 ₹96,862.5 | 215 ₹59,501.25 Lowest | - | 400 ₹1,10,700 | 402 ₹1,11,253.5 | 260 ₹71,955 |
| 5.00 | Earth work in Excavation in trenches by mechanical means (Hydraulic excavator) not exc 1.5m wide and more than 6.00 m deep and not exceeding 7.5 mtr deep and getting out in hard/dense soil and disposal of excavated earth lead upto 50 mtr and lift up to 7.5 mtr for fundation and smilar work etc complete all as specified and as directed. | 25.83 | Cum | 580 ₹14,981.4 | 215 ₹5,553.45 Lowest | - | 500 ₹12,915 | 420 ₹10,848.6 | 280 ₹7,232.4 |
| 6.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil etc complete all as specified and as directed. | 935 | Cum | 190 ₹1,77,650.95 | 60 ₹56,100.3 | - | 80 ₹74,800.4 | 60 ₹56,100.3 | 50 ₹46,750.25 Lowest |
| 7.00 | M& L for Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc, not exceeding 1.5 m high from base etc complete all as specified and as directed.(Notes : Forming Embankments involved above ground level adjacent to Butt Wall of firing Range as filled as existing arrangement /profile in slope portion etc.) | 369 | Cum | 540 ₹1,99,260 | 150 ₹55,350 | - | 400 ₹1,47,600 | 150 ₹55,350 | 120 ₹44,280 Lowest |
| 8.00 | Material and Labour for plain cement concrete (1:4:8) type D-2, with using 40 mm graded crushed stone aggregates as in foundations and mass concrete etc complete all as specified and as directed. | 27.67 | Cum | 4,900 ₹1,35,607.5 | 3,600 ₹99,630 | - | 4,900 ₹1,35,607.5 | 4,020 ₹1,11,253.5 | 3,500 ₹96,862.5 Lowest |
| 9.00 | Material and labour for Form work to sides of concrete foundations (Flat), 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 flat surfaces of concrete complete all as specified and as directed. | 90.2 | Sqm | 550 ₹49,610 | 530 ₹47,806 | - | 450 ₹40,590 | 510 ₹46,002 | 380 ₹34,276 Lowest |
| 10.00 | Material and labour for Formwork to faces of walls (Flat) , retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc vertical or to batter etc complete with rough finished complete all as specified and as directed. (Notes : Work required to be carried out at heights of 8 to 10 mtr from Natural Ground level. Nothing Extra Shall be admissible on this account.) | 451 | Sqm | 350 ₹1,57,850 | 660 ₹2,97,660 | - | 300 ₹1,35,300 Lowest | 510 ₹2,30,010 | 450 ₹2,02,950 |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
4 Dec 2025, 6:00 pmClosed
CWE (ARMY) BANGALORE
CWE (ARMY) BANGALORE, 101 DICKENSON ROAD, BANGALORE-560042
PROVISION OF PROTECTION WALL ALONG WITH PATHWAY IN TRAINING AREA OF 13 PARA (SF) UNDER GE (NORTH) BANGALORE
2025_MES_727407_2
86459/E8
Open Tender
Civil Works
Item Rate
180 days
CWE (ARMY) BANGALORE
AS PER TENDER
8 documents required · 8 mandatory
₹500
GE (NORTH) BANGALORE
₹87,180
28 Feb 2026
20 Nov 2025
11 Dec 2025
20 Nov 2025
4 Dec 2025
27 Nov 2025
20 Nov 2025 - 23 Nov 2025
Amount
Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) not exceeding 1.5 m deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr etc complete all as specified and as directed.
Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 1.5 m but not exceeding 3.0 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 3 mtr etc complete all as specified and as directed.
Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 3 m but not exceeding 4.5 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 4.5 mtr etc complete all as specified and as directed.
Earth work in Excavation over areas for foundation by mechanical means (Hydraulic excavator) exceeding 4.50 m but not exceeding 6.00 mtr deep and getting out in hard / dense soil and disposal of excavated earth lead upto 50 mtr and lift upto 6 mtr etc complete all as specified and as directed.
Earth work in Excavation in trenches by mechanical means (Hydraulic excavator) not exc 1.5m wide and more than 6.00 m deep and not exceeding 7.5 mtr deep and getting out in hard/dense soil and disposal of excavated earth lead upto 50 mtr and lift up to 7.5 mtr for fundation and smilar work etc complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil etc complete all as specified and as directed.
M& L for Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc, not exceeding 1.5 m high from base etc complete all as specified and as directed.(Notes : Forming Embankments involved above ground level adjacent to Butt Wall of firing Range as filled as existing arrangement /profile in slope portion etc.)
Material and Labour for plain cement concrete (1:4:8) type D-2, with using 40 mm graded crushed stone aggregates as in foundations and mass concrete etc complete all as specified and as directed.
Material and labour for Form work to sides of concrete foundations (Flat), 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 flat surfaces of concrete complete all as specified and as directed.
Material and labour for Formwork to faces of walls (Flat) , retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc vertical or to batter etc complete with rough finished complete all as specified and as directed. (Notes : Work required to be carried out at heights of 8 to 10 mtr from Natural Ground level. Nothing Extra Shall be admissible on this account.)
Material and Labour for Reinforced Cement Concrete, M-25 (Design mix) using 20mm graded crushed stone aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs under-reamed piles and mass concrete etc complete all as specified and as directed.
Material and Labour for Reinforced Cement Concrete, M-25 (Design mix) using 20mm graded crushed stone aggregate as Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc complete all as specified and as directed.
Material and Labour for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips etc complete all as specified and as directed. (Notes : Work reqd to be carried out at heights of 8 to 10 mtr from Natural Ground level. Nothing Extra Shall be admissible on this account.)
Material and Labour for rendering 10 mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and smooth without using extra cement etc complete all as specified and as directed. (Notes : Work required to be carried out at hts of 8 to 10 mtr from Natural Ground level. Nothing Extra Shall be admissible on this account )
Material and Labour for Hard core of gauge n.exc. 63mm deposited spread and leveled, laid in layers not exceeding 15cm thick watered and rammed to a true surface using broken boulders all as specified and as directed.
Material and Labour for broken stone or boulder in loose filling with aggregates of gauge 40 mm to 80 mm size as in filling in rain water harvesting pit etc complete all as specified and as directed.
Material and Labour for 75 mm thick plain cement concrete (1:3:6) type C1 (using 20 mm graded crushed stone aggregate) as in paving/ plinth protection laid in panels including necessary form work, finished rough surfaces of concrete complete all as specified and directed.
Supply and Fixing of 75mm UPVC, SWR pipes, single socketed in any length with rubber ring joints fixed to walls as in weep holes etc complete all as specified and directed.
Material and Labour for preparing newely plastered surface of wall and applying two coats of cement base paint over a coat of cement primer etc complete all as specified and as directed. (Notes : Work required to be carried out at heights of 8 to 10 metre from Natural Ground level. Nothing Extra Shall be admissible on this account.)
M&L for Pre-cast cement concrete block masonry (1:3:6)(using 20mm graded crushed stone aggregates) in CM (1:6) with solid blocks,exc 10cm in width and setting in mortar, complete all as specified and as directed.
M/S SIRI BUILDERS (BID ID -3489640)
AMR CONSTRUCTIONS (BID ID -3489853)
Gee Kay Projects (BID ID -3491227)
J R CONSTRUCTIONS (BID ID -3489847)
C-Will Engineers & Architects (BID ID -3489758)
Bidder Name
C-Will Engineers & Architects
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