Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹47.1 L+₹18,836.90 (0.40%)Rejected-Finance | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 3 | L3₹47.5 L+₹58,578.90 (1.25%)Rejected-Finance WZ 487 2 MS BLOCK HARI NAGAR NEW DELHI 110064 | NEW DELHI | NEW DELHI | DELHI | 110064 | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 4 | L4₹48.0 L+₹1.1 L (2.31%)Rejected-Finance | L4 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 5 | L5₹48.1 L+₹1.3 L (2.69%)Rejected-Finance | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | A.GOVINDARAJ L4 | Neptune Engineers and Builders L11 | RAMESH BABU CO L7 | LAKSHMI CONSTRUCTIONS L8 | Moulya Builders L9 | Maruthi constructions L10 | ARUNOTHAYA TRADERS L12 | shashi shekar construction L5 | M/S Shiv Shakti Enterprises L3 | NORTH INDIA PEST CONTROL L6 | SREE BUILDERS L1 | s v m construction building & engineers L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 60.72 | Sqm | 60 ₹3,643.2 | 70 ₹4,250.4 | 31 ₹1,882.32 | 35 ₹2,125.2 | 36 ₹2,185.92 | 25 ₹1,518 Lowest | 64 ₹3,886.08 | 111 ₹6,739.92 | 71 ₹4,311.12 | 50 ₹3,036 | 25 ₹1,518 Lowest | 65 ₹3,946.8 |
| 2.00 | Excavation in trenches n'exc 1.5m wide and n'exc 1.5 mtr deep for foundation or sewage pipe line and manhole etc and getting out in soft/loose soil complete all as specified and as directed. | 277.29 | Cum | 800 ₹2,21,832 | 700 ₹1,94,103 | 602 ₹1,66,928.58 | 480 ₹1,33,099.2 | 480 ₹1,33,099.2 | 485 ₹1,34,485.65 | 715 ₹1,98,262.35 | 703 ₹1,94,934.87 | 506 ₹1,40,308.74 | 650 ₹1,80,238.5 | 410 ₹1,13,688.9 Lowest | 650 ₹1,80,238.5 |
| 3.00 | Excavating in post holes (or similar holes) Each n exc 0.5 cu. m, getting out in soft/ loose soil and returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. | 16 | Each | 350 ₹5,600 | 450 ₹7,200 | 301 ₹4,816 | 270 ₹4,320 | 270 ₹4,320 | 180 ₹2,880 Lowest | 455 ₹7,280 | 423 ₹6,768 | 506 ₹8,096 | 355 ₹5,680 | 250 ₹4,000 | 400 ₹6,400 |
| 4.00 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point as directed by Engineer-in-charge. | 38.4 | Cum | 350 ₹13,440 | 500 ₹19,200 | 415 ₹15,936 | 75 ₹2,880 | 70 ₹2,688 Lowest | 110 ₹4,224 | 515 ₹19,776 | 423 ₹16,243.2 | 506 ₹19,430.4 | 400 ₹15,360 | 90 ₹3,456 | 450 ₹17,280 |
| 5.00 | Returning, filling incl spreading, levelling watering and well ramming in layers n'exc 25cm in soft/loose soil for sewage pipe line manholes sides and cleaning the site all as specified and directed. | 192.07 | Cum | 220 ₹42,255.4 | 165 ₹31,691.55 | 136 ₹26,121.52 | 120 ₹23,048.4 | 120 ₹23,048.4 | 120 ₹23,048.4 | 160 ₹30,731.2 | 160 ₹30,731.2 | 147 ₹28,234.29 | 145 ₹27,850.15 | 85 ₹16,325.95 Lowest | 160 ₹30,731.2 |
| 6.00 | M&L for cement concrete 1:4:8 type D2 using 40mm graded aggregate as in foundation etc complete all as specified and directed. | 12.94 | Cum | 6,000 ₹77,640 | 5,600 ₹72,464 | 6,100 ₹78,934 | 5,200 ₹67,288 | 6,100 ₹78,934 | 5,500 ₹71,170 | 5,700 ₹73,758 | 6,250 ₹80,875 | 5,055 ₹65,411.7 Lowest | 6,200 ₹80,228 | 5,800 ₹75,052 | 6,500 ₹84,110 |
| 7.00 | M&L Cement concrete 1:2:4 type B1using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed . | 0.63 | Cum | 6,500 ₹4,095 | 7,500 ₹4,725 | 5,200 ₹3,276 Lowest | 8,300 ₹5,229 | 8,300 ₹5,229 | 8,200 ₹5,166 | 8,000 ₹5,040 | 7,200 ₹4,536 | 7,279 ₹4,585.77 | 6,200 ₹3,906 | 8,500 ₹5,355 | 7,000 ₹4,410 |
| 8.00 | S&F MS TMT bars 10 mm and above , 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 0.9mm dia or securing with clips as in reinforcement complete all as specified and directed. | 299.08 | Kg | 210 ₹62,806.8 | 165 ₹49,348.2 | 131 ₹39,179.48 | 132 ₹39,478.56 | 140 ₹41,871.2 | 130 ₹38,880.4 Lowest | 155 ₹46,357.4 | 130 ₹38,880.4 Lowest | 147 ₹43,964.76 | 145 ₹43,366.6 | 130 ₹38,880.4 Lowest | 150 ₹44,862 |
| 9.00 | M&L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bend 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 0.9mm dia or securing with clips | 155.67 | Kg | 250 ₹38,917.5 | 175 ₹27,242.25 | 135 ₹21,015.45 | 132 ₹20,548.44 | 140 ₹21,793.8 | 125 ₹19,458.75 Lowest | 155 ₹24,128.85 | 135 ₹21,015.45 | 131 ₹20,392.77 | 145 ₹22,572.15 | 130 ₹20,237.1 | 155 ₹24,128.85 |
| 10.00 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 33.68 | Sqm | 600 ₹20,208 | 570 ₹19,197.6 | 525 ₹17,682 | 420 ₹14,145.6 | 415 ₹13,977.2 Lowest | 430 ₹14,482.4 | 650 ₹21,892 | 615 ₹20,713.2 | 561 ₹18,894.48 | 515 ₹17,345.2 | 450 ₹15,156 | 600 ₹20,208 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
22 Jul 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli 560013
PROVN OF GENDER SPECIFIC TOILETS AT OTM ACCN OF VARIOUS TIS OF AFS JALAHALLI PHASE II
2026_MES_775731_1
8358/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer M AF Jalahalli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Garrison Engineer M AF Jalahalli
₹90,000
Yes
1 Aug 2026
1 Jul 2026
29 Jul 2026
1 Jul 2026
22 Jul 2026
15 Jul 2026
1 Jul 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 60.72 | Sqm | - | - |
| 2 | Excavation in trenches n'exc 1.5m wide and n'exc 1.5 mtr deep for foundation or sewage pipe line and manhole etc and getting out in soft/loose soil complete all as specified and as directed. | 277.29 | Cum | - | - |
| 3 | Excavating in post holes (or similar holes) Each n exc 0.5 cu. m, getting out in soft/ loose soil and returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. | 16 | Each | - | - |
| 4 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point as directed by Engineer-in-charge. | 38.4 | Cum | - | - |
| 5 | Returning, filling incl spreading, levelling watering and well ramming in layers n'exc 25cm in soft/loose soil for sewage pipe line manholes sides and cleaning the site all as specified and directed. | 192.07 | Cum | - | - |
| 6 | M&L for cement concrete 1:4:8 type D2 using 40mm graded aggregate as in foundation etc complete all as specified and directed. | 12.94 | Cum | - | - |
| 7 | M&L Cement concrete 1:2:4 type B1using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed . | 0.63 | Cum | - | - |
| 8 | S&F MS TMT bars 10 mm and above , 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 0.9mm dia or securing with clips as in reinforcement complete all as specified and directed. | 299.08 | Kg | - | - |
| 9 | M&L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bend 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 0.9mm dia or securing with clips | 155.67 | Kg | - | - |
| 10 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 33.68 | Sqm | - | - |
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 • 0.07 MB
8358GENPAGE.pdf
Tender Documents • 0.20 MB
BOQ_868657.xls
BOQ • 0.38 MB
8358PS.pdf
Additional Documents • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .