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Tender Value
₹11.8 L
EMD Value
₹23,550
Closing Date
10 Jul 2026, 5:00 pm2d left
GM P
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of cc road ,rcc drain in village-Tappal YEA.WC-06
2026_YEIDA_1164740_4
YEA/GM(PROJECT)/2026/531 DT-24/06/2026
Open Tender
Civil Works
90 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
REFER TENDER DOC
5 documents required · 5 mandatory
₹840
₹23,550
30 Jun 2026
30 Jun 2026
14 Jul 2026
30 Jun 2026
10 Jul 2026
30 Jun 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 |
|---|---|---|---|---|---|
| 1Construction 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) | |||||
| 2Providing 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) | |||||
| 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 | - | Cum | 1 | - |
| 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 | 1 | Cum | - | - |
| 5 | M-150 brick work in 1:4 cement & course sand in foundation and plinth including supply of all materials labour complection of the work compiation of work | 1 | Cum | - | - |
| 612mm Cement Plaster of mix 1:6 (1 cement : 6 coarse sand) | |||||
| 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 | 1 | Cum | - | - |
| 8Earth 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) | |||||
| 9Dry brick on edge flooring in required pattern with bricks of class designation 150 including filling joints with local sand (with F.P.S bricks) complete. | |||||
| 10 | Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.50m and lead upto 30m & including filling watering & ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches | - | Cum | 1 | - |
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