Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.8 LAccepted-AOC | ₹19.8 L | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹20.8 LRejected-AOC | ₹20.8 L | 2 | Rejected-AOC L2 |
| 3 | 3₹21.4 LRejected-AOC | ₹21.4 L | 3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Dear Madam/Sir, following documents not found attached during technical evaluation
1. Police verification certificte
2. Copy of ITRfor last 3 years
3. Site recce certificate of construction
4. List of similar nature of work in progress |
| Sl No | Description | Qty | Unit | R.K.Steel L1 | K.K.ENTERPRISE L2 | LAXMI INDUSTRIES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Brick work in C.M 1:5 mix including all labour charges etc complete | 192 | Sqm | 800 ₹1.5 L | 822 ₹1.6 L | 820 ₹1.6 L |
| 2.00 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out Soft & disintegrated rock. | 28 | Each | 600 ₹16,800 | 632 ₹17,696 | 630 ₹17,640 |
| 3.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface as in Soft & disintegrated rock (PCC bed blocks in GL or below) | 28 | Cum | 600 ₹16,800 | 632 ₹17,696 | 630 ₹17,640 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in Soft & disintegrated rock | 1 | Cum | 54,699 ₹54,699 | 61,500 ₹61,500 | 62,500 ₹62,500 |
| 5.00 | M&L for Cement concrete in foundations, filling and mass concrete 1:4:8 type B2 using 40mm graded stone agreegate as in bed blocks. | 10 | Cum | 63,200 ₹6.3 L | 69,500 ₹7.0 L | 70,500 ₹7.0 L |
| 6.00 | M & L Stone kerb of roughly squared stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar1:6 and struckflus (Each stone shall not be less than 45 cm in length) 0.2 x 0.3x0.45M | 78 | Cum | 75 ₹5,850 | 82 ₹6,396 | 85 ₹6,630 |
| 7.00 | M & L for Hardcore of gauge n exc. 63 mm, (Broken stone & Boulders) deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | 16 | Cum | 4,500 ₹72,000 | 5,300 ₹84,800 | 5,500 ₹88,000 |
| 8.00 | M&L for Cement concrete in foundations, filling and mass concrete 1:4:8 type B2 using 40mm graded stone agreegate as in bed blocks. | 12 | Sqm | 5,000 ₹60,000 | 5,000 ₹60,000 | 5,050 ₹60,600 |
| 9.00 | S&F Machine pressed precast concrete interlocking paver block any shape & size conforming to IS 15658-2006 of 60 mm thickness ,M-35 Grade ,with grey cement & pigment interstion filled with sand and bedded with and including 25 mm thick sand cousion laid uniformly and duly compected with plate vibrator complete all as specified & as directed. | 176 | Sqm | 60 ₹10,560 | 69 ₹12,144 | 70 ₹12,320 |
| 10.00 | Column of SHS Section 100 x 100 x 5mm of 5.560 M height with necessary hole, forgings with connector plate. | 1,706 | Kgs | 130 ₹2.2 L | 132 ₹2.3 L | 135 ₹2.3 L |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
22 Nov 2025, 2:00 pmClosed
CO, 122 Engineer Regiment
122 Engineer Regiment Binaguri Cantonment WB-735232
Construction of 2 x open air gym with shed
2025_ARMY_738315_1
1109/Op Sad/GSI/OW
Open Tender
Construction Works
60 days
Gnathang
as per RFP
2 documents required · 2 mandatory
₹60,000
Yes
Payable To
₹60,000
Yes
26 Dec 2025
6 Nov 2025
24 Nov 2025
6 Nov 2025
22 Nov 2025
9 Nov 2025
6 Nov 2025 - 8 Nov 2025
Amount
Brick work in C.M 1:5 mix including all labour charges etc complete
Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out Soft & disintegrated rock.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface as in Soft & disintegrated rock (PCC bed blocks in GL or below)
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in Soft & disintegrated rock
M&L for Cement concrete in foundations, filling and mass concrete 1:4:8 type B2 using 40mm graded stone agreegate as in bed blocks.
M & L Stone kerb of roughly squared stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar1:6 and struckflus (Each stone shall not be less than 45 cm in length) 0.2 x 0.3x0.45M
M & L for Hardcore of gauge n exc. 63 mm, (Broken stone & Boulders) deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M&L for Cement concrete in foundations, filling and mass concrete 1:4:8 type B2 using 40mm graded stone agreegate as in bed blocks.
S&F Machine pressed precast concrete interlocking paver block any shape & size conforming to IS 15658-2006 of 60 mm thickness ,M-35 Grade ,with grey cement & pigment interstion filled with sand and bedded with and including 25 mm thick sand cousion laid uniformly and duly compected with plate vibrator complete all as specified & as directed.
Column of SHS Section 100 x 100 x 5mm of 5.560 M height with necessary hole, forgings with connector plate.
Purlin SHS 25 x 25 x 2.6mm (Secondary roof) to enclose 60mm thick PUF roof pannel with necessary hole, forgings with connector plate as per direction of Engr-in-charge.
Truss of SHS Section 50 x 50 x 2.9mm with necessary hole, forgings with connector plate.
Connector plate MS sheet 200X200X5mm thick with 4 x 14mm dia hole for 'I' Section HB.
Connector plate MS sheet 200X150X5mm thick with 4 x 14mm dia hole for 'I' Section HB.
Connector plate MS sheet 100X50X5mm thick with 14mm dia hole for MS Grid for Floor Frame Pannel and 'I' Section HB.
Nut & Bolt 10mm dia and 110mm length with 2 x washer for MS Grid for Floor Frame Pannel of MS SHS 40 x 40 x 2.6mm.
Nut & Bolt 12mm dia and 60mm length with 2 x washer for for 'I' Section HB
Nut & Bolt 12mm dia and 110mm length with 2 x washer for Column base.
Nut & Bolt 12mm dia and 240mm length with 2 x washer for ColumnTop.
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof Ridgel, fixed with self tapping screws as specified
Body Maxx Outdoor Park/Gym Heavy Duty Gi Pipe Situp Bench Double For Unisex Use
Body Maxx Heavy Duty Air Walker, Outdoor Gym Equipment, Commercial Grade
Body Maxx Outdoor Gym Double Seat Shoulder Press and Chest Press Machine, Heavy-Duty GI Pipe Construction, Red and Yellow
Body Maxx Outdoor Leg Press Machine with GI Pipe Construction, Outdoor Fitness Equipment
Body Maxx Outdoor Exercise Bicycle, Fixed Gym Equipment, Red and Yellow, Heavy-Duty GI Pipe Construction
Body Maxx heavy duty GI pipe Hip Waist Shaper for Outdoor Gym/Park
K.K.ENTERPRISE (BID ID -3479871)
LAXMI INDUSTRIES (BID ID -3479923)
stage.html
html • 0.05 MB
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 • 1.00 MB
RFP.pdf
Tender Documents • 0.98 MB
BOQ_826706.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid