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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.1 CrSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L2₹6.1 CrSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 4 | L2₹6.1 CrSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 5 | L2₹6.1 CrSame as L1Rejected-Finance GHAZIABAD UTTAR PRADESH | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | L2 | Rejected-Finance L2 |
Tender Value
₹7.2 Cr
EMD Value
₹21.6 L
Closing Date
26 Apr 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE
Ghaziabad Nagar Nigam
Construction work of service road of Taj Highway till Tigri Chakkar in NH-09 under Vijayanagar Zone by Danse and construction of road track by interlocking tiles.
2025_DOLBU_1024708_52
068/Nirman/2025-26 Date 03.04.2025
Open Tender
Civil Works
Percentage
CE
Please refer Tender documents.
2 documents required · 2 mandatory
₹42,534
₹21.6 L
12 Jun 2025
9 Apr 2025
26 Apr 2025
9 Apr 2025
26 Apr 2025
9 Apr 2025
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 | Supplying and laying 80 mm thick precast concrete I-shaped interlocking paver block (grey colour/colour) with top layer of minimum 8 mm thickness having plain dimension 200x(160+120mm) of op cement smoothing glass finish skid resistant manufactured from rubber mould through vibro - compression machanism the compresive strength of concretepaver block shall not be less than 30 mpa (m-30) and wt 5 kg per no. confirming to ISI 15658-2006 Including cost of materials labour t&p etc required proper completion of work as directed by Engineer-in-charge RMR | 2,400 | Sqm | 764 | ₹18,33,600 |
| 2 | S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge RMR | 180.18 | Cum | 2,151.2 | ₹3,87,603.22 |
| 3 | E/W in foundation in oridinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge upto a distance of 30m from foundation trenches.PWD-SOR-2022/251(A) | 50 | Cum | 110 | ₹5,500 |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.(but in 1:4:8)PWD-SOR-2022/281 | 38 | Cum | 6,100 | ₹2,31,800 |
| 5 | Concrete of M25 grade with minimum cement
content of 330 kg /cum D.S.R.-2023/5.33.1.1 (Rates factored as per govt gudlines) | 101.18 | Cum | 7,247.15 | ₹7,33,266.64 |
| 6 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work.DSR -2023/13.46.1 (Rates factored as per govt gudlines) | 581.4 | Sqm | 122.45 | ₹71,192.43 |
| 7 | MS AND Medium tensile steel bars DSR -2023/5.22.1 (Rates factored as per govt gudlines) | 5,162.45 | Kg | 81.66 | ₹4,21,565.67 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete DSR 2023/ 5.9.1 (Rates factored as per govt gudlines) | 71.5 | Sqm | 299.01 | ₹21,379.22 |
| 9 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be
used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area.
(Where machine con not reach/move)PWD-SOR-2022/253(A) | 2,457 | Cum | 100 | ₹2,45,700 |
| 10 | S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge RMR | 2,481.57 | Cum | 2,151.2 | ₹53,38,353.38 |
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