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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
12 Oct 2026, 5:00 pm
VICE CHAIRMAN GHAZIABAD DEVELOPMENT AUTHORITY
GDA OFFICE VIKAS PATH GHAZIABAD
REPAIRING AND MAKING FOOTHPATH IN PARKS IN DIFFERENT POCKET-B, D, E, F AND H AT INDRAPRASTH SCHEME.
2026_GDAUP_1186216_1
689/4/PA-T/2026-27 Dt. 11.09.2026 (S.no-5)
Open Tender
Civil Works
Percentage
180 days
GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹13,098
AS PER LINK PROVIDED IN TENDER DOCUMENT
₹4.2 L
15 Sept 2026
15 Sept 2026
14 Oct 2026
15 Sept 2026
12 Oct 2026
15 Sept 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 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR /23 15.56 | 4,450 | Sqm | 42.91 | ₹1,90,949.5 |
| 2 | Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 50m including filling watering and removal of surplus earth as directed by the Engineer-in-charge specification all complete. DSR 2023/2.1.1 | 1,152 | Cum | 101.91 | ₹1,17,400.32 |
| 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) | 260 | Cum | 5,346.47 | ₹13,90,082.2 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR/23 6.1.1) | 774 | Cum | 5,788.07 | ₹44,79,966.18 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR/23 6.4.1) | 194 | Cum | 7,338.59 | ₹14,23,686.46 |
| 6 | 12mm thick cement plaster with 1:4 cement &coarse sand of 2.25 FM over brick work minimum thikhness not be less than 1cm including supply of all the materials, labour, T and P etc required for proper completion of work(DSR/23 13.4.1 ) | 11,575 | Sqm | 280.47 | ₹32,46,440.25 |
| 7 | Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.(DSR/23 4.1.3) | 79 | Cum | 6,187.38 | ₹4,88,803.02 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (GDA SANCTIONED RATE) | 275 | cum | 3,525 | ₹9,69,375 |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.(DSR/23 16.91.1) | 4,730 | Sqm | 820.68 | ₹38,81,816.4 |
| 10 | Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M. in depth and earth work in embankemnt to be in 20cm. layers including remmeing and dressing the surface to required levels and slopes and also including 1.50M lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distances as directed by the Engineer incharge. Excluding Royality. DSR 2023/2.3.1 | 8,710 | Cum | 155.32 | ₹13,52,837.2 |
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