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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | -2.50% | ₹16.6 L | L1 | Admitted-Finance |
| 2 | L2₹16.8 L+₹25,467.78 (1.54%)Admitted-Finance | -1.00% | ₹16.8 L+₹25,467.78 (1.54%) | L2 | Admitted-Finance |
| 3 | L3₹17.3 L+₹76,403.34 (4.62%)Admitted-Finance | +2.00% | ₹17.3 L+₹76,403.34 (4.62%) | L3 | Admitted-Finance |
Tender Value
₹17.0 L
EMD Value
₹34,000
Closing Date
13 May 2026, 5:00 pmClosed
VICE CHAIRMAN GHAZIABAD DEVELOPMENT AUTHORITY
GDA OFFICE VIKAS PATH GHAZIABAD
REPAIRING OF UGR, CONSTRUCTION OF THREE CROSSING AND LAYING OF WATER LINE IN TULSI NIKETAN SCHEME.
2026_GDAUP_1144042_1
667/4/PA-T/2025-26 Dt. 28.04.2026 (S.no-2)
Open Tender
Civil Works
Percentage
60 days
GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,009
AS PER LINK PROVIDED IN TENDER DOCUMENT
₹34,000
12 Jun 2026
30 Apr 2026
15 May 2026
30 Apr 2026
13 May 2026
30 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) including supply of all the materials labour T & P required for proper completion of work DSR/23 13.7.1 | 920 | Sqm | 344.96 | ₹3,17,363.2 |
| 2 | Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches.(DSR/23 2.10) Working in foul condition Rate Rs 99.01 +25% =Rs123.75 | 50 | Cum | 127.46 | ₹6,373 |
| 3 | Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.(DSR/23 4.1.8) | 5 | Cum | 5,346.47 | ₹26,732.35 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources).((DSR/23 5.1.2) | 9 | Cum | 7,104.08 | ₹63,936.72 |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(DSR/23 5.2.2) | 13 | Cum | 8,523.37 | ₹1,10,803.81 |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(DSR/23 5.3) | 10 | Cum | 9,035.85 | ₹90,358.5 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars((DSR/23 5.22.1) | - | qtl | 8,406 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete(DSR/23 5.9.1) | - | sqm | 307.98 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR/23 5.9.2) | 85 | sqm | 661.66 | ₹56,241.1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR/23 5.9.3) | - | sqm | 728.22 | - |
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