Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAdmitted-Finance | ₹47.9 L | L1 | Admitted-Finance |
| 2 | L2₹48.3 L+₹33,848 (0.71%)Admitted-Finance | ₹48.3 L+₹33,848 (0.71%) | L2 | Admitted-Finance |
| 3 | L3₹49.4 L+₹1.5 L (3.10%)Admitted-Finance H NO 4 ANAND VIHAR KANSAPUR ROAD YAMUNA NAGAR HARYANA | YAMUNANAGAR | HARYANA | 133103 | ₹49.4 L+₹1.5 L (3.10%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non submission of requisite document |
| Sl No | Description | Qty | Unit | SANJAY KUMAR L1 | ARVIND KUMAR SINGH L2 | RAJESH KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 81 | CUM | 228 ₹18,468 Lowest | 228 ₹18,468 Lowest | 228 ₹18,468 Lowest |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 80 | CUM | 139 ₹11,120 Lowest | 139 ₹11,120 Lowest | 139 ₹11,120 Lowest |
| 3.00 | M&L Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area | 313.51 | sqm | 66 ₹20,691.66 Lowest | 66 ₹20,691.66 Lowest | 66 ₹20,691.66 Lowest |
| 4.00 | M&L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall | 98.13 | METRE | 33 ₹3,238.29 Lowest | 33 ₹3,238.29 Lowest | 33 ₹3,238.29 Lowest |
| 5.00 | M&L Damp proof course to horizontal or vertical surfaces including necessary formwork | 41.1 | Sq.M | 283 ₹11,631.3 Lowest | 283 ₹11,631.3 Lowest | 283 ₹11,631.3 Lowest |
| 6.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, upto plinth M-10 | 11.91 | Cum | 4,727 ₹56,298.57 Lowest | 4,727 ₹56,298.57 Lowest | 4,727 ₹56,298.57 Lowest |
| 7.00 | M&L Mild steel bars 10mm 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 0.9mm dia or securing with clips Thermo Mechanically Treated bars. | 18.49 | qtl | 8,260 ₹1,52,727.4 Lowest | 8,260 ₹1,52,727.4 Lowest | 8,260 ₹1,52,727.4 Lowest |
| 8.00 | M&L Mild steel bars 10mm 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 0.9mm dia or securing with clips Thermo Mechanically Treated bars. | 88.14 | qtl | 8,260 ₹7,28,036.4 Lowest | 8,260 ₹7,28,036.4 Lowest | 8,260 ₹7,28,036.4 Lowest |
| 9.00 | M&L Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete M20 | 169.24 | CUM | 6,000 ₹10,15,440 Lowest | 6,200 ₹10,49,288 | 6,200 ₹10,49,288 |
| 10.00 | M&L Brick work with sub base class-B bricks , straight or curved on plan exe 6m mean radius built in-Cement mortar 1:6 (1 cement : 6 coarse sand) | 100.87 | CUM | 5,400 ₹5,44,698 Lowest | 5,400 ₹5,44,698 Lowest | 5,400 ₹5,44,698 Lowest |
Tender Value
₹48.3 L
EMD Value
₹97,000
Closing Date
3 Aug 2026, 5:00 pmClosed
Chief Executive Officer
Office of the Cantonment Board Danapur Cantt
Provision of Fruit Market in Turhatoli, Ward No.6
2026_DGDE_778831_1
CBD/JE/Fruit/Turhatoli/
Open Tender
Civil Works
Works
180 days
Office of the Cantonment Board Danapur Cantt
As per tender document
8 documents required · 8 mandatory
₹5,000
Chief Executive Officer
₹97,000
20 Aug 2026
15 Jul 2026
5 Aug 2026
15 Jul 2026
3 Aug 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 81 | CUM | 228.55 | ₹18,512.55 |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 80 | CUM | 139.1 | ₹11,128 |
| 3 | M&L Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area | 313.51 | sqm | 66.8 | ₹20,942.47 |
| 4 | M&L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall | 98.13 | METRE | 33.2 | ₹3,257.92 |
| 5 | M&L Damp proof course to horizontal or vertical surfaces including necessary formwork | 41.1 | Sq.M | 283.41 | ₹11,648.15 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, upto plinth M-10 | 11.91 | Cum | 4,727.2 | ₹56,300.95 |
| 7 | M&L Mild steel bars 10mm 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 0.9mm dia or securing with clips Thermo Mechanically Treated bars. | 18.49 | qtl | 8,260 | ₹1,52,727.4 |
| 8 | M&L Mild steel bars 10mm 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 0.9mm dia or securing with clips Thermo Mechanically Treated bars. | 88.14 | qtl | 8,260 | ₹7,28,036.4 |
| 9 | M&L Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete M20 | 169.24 | CUM | 6,200 | ₹10,49,288 |
| 10 | M&L Brick work with sub base class-B bricks , straight or curved on plan exe 6m mean radius built in-Cement mortar 1:6 (1 cement : 6 coarse sand) | 100.87 | CUM | 5,400 | ₹5,44,698 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.28 MB
TenderDocument.pdf
Tender Documents • 8.48 MB
BOQ_872314.xls
BOQ • 0.37 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 .