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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹64.7 L
EMD Value
₹1.3 L
Closing Date
15 Oct 2026, 5:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GM P
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Providing and Fixing Interlocking tiles from Village to Shamshan Ghat in Village- Muradgarhi, YEA WC-06
2026_YEIDA_1191731_9
YEA/GM(PROJECT)/2026/583 DT-28/09/2026
Open Tender
Civil Works
Fixed-rate
180 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents
5 documents required · 5 mandatory
₹1,830
₹1.3 L
5 Oct 2026
5 Oct 2026
19 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 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 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Based on SOR UP PWD 2020) | 225 | Cum | 3,933.9 | ₹8,85,127.5 |
| 2 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block(ISI Marked) made by block making machine with strong vibratory compaction of approved size design, shape, laid in required color and pattern over and including average 50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming (UP PWD SOR 2020) (New SOR Based DAR 16.68) | 3,000 | Sqm | 747 | ₹22,41,000 |
| 3 | Providing and laying design mix cement concrete of M-30 grade in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required laying at site, spreading and compacting mechanically by using needle and surfave vibrator, levelling to required slope/camber finishing with required texture, including steel form work with study M.S. channel section, curing, making provision construction for & contraction/expansion, longitudinal joints (10mm wide x 50 mm deep by groove cutting machine providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note-Cement content considered in M-30 is @340 kg/cum Excess/less cement Used as per design mix is payable/ recoverable sepearately Cement concrete prepared with batch mixing machine | 3.6 | Cum | 8,146.7 | ₹29,328.12 |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work | 85.91 | Cum | 5,820 | ₹4,99,996.2 |
| 5 | M-150 brick work in 1:4 cement & course sand 2.25f.M mortar in foundation and plinth including supply of all materials labour complection of the work compiation of work | 328.11 | Cum | 4,950 | ₹16,24,144.5 |
| 6 | 12mm Cement Plaster of mix 1:6 (1 cement : 6 coarse sand) | 249.1 | Sqm | 164.8 | ₹41,051.68 |
| 7 | Cement Concrete with 4cm gauge approved stone ballast corse sand and cement in the propertion of 4:2:1 including supply of all material labour tools and plants etc required for proper completion of the work. Same as above item no.279 but with 2cm gauge stone grit in stend of 4cm gauge stone lallast. UP PWD SOR-2020/DAR-18/279a | 34.36 | Cum | 7,000 | ₹2,40,520 |
| 8 | Earth work in cutting or embankment In ordinary soil excavation to be in the form of regular pits not excedding 0.50m in depth and earth work in embankment to be in 20cm. Layers including rerming the surface to required levels and slope 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 30mtr distance as direct by the engineer incharge. excluding rolyality. Where ever applicable for small work or abadi area only for where machine can not be reached/ move) | 2,452.8 | Cum | 217.8 | ₹5,34,219.84 |
| 9.01 | Centering and shuttering including shuttring propping etc and removal of form Suspended floors, roofs landings, balconies and access platform | 14.4 | Sqm | 386.35 | ₹5,563.44 |
| 9.02 | Centering and shuttering including shuttring propping etc and removal of form Edges of slabs and breaks in floor walls | 4.8 | Sqm | 560.25 | ₹2,689.2 |
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