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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-Finance | ₹27.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.8 LRejected-Finance 1 217 RAWANTEELA SANJAY GANDHI COLONY ALIGARH | ₹27.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹28.2 LRejected-Finance | ₹28.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹28.9 LRejected-Finance 173 BIHARI PURA GALI NO 4 KAMLA CINEMA VIJAY NAGAR GHAZIABAD 201009 U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201009 | ₹28.9 L | L4 | Rejected-Finance L4 |
| 5 | L5₹29.6 LRejected-Finance AMBIKAPURI CIVIL LINES BADAUN UTTAR PRADESH | BADAUN | BADAUN | UTTAR PRADESH | ₹29.6 L | L5 | Rejected-Finance L5 |
Tender Value
₹41.3 L
EMD Value
₹82,600
Closing Date
30 Jan 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
C.C. Road Repair, Relaying Interlocking tiles work and Dry Brick road Brick/RCC drain in Village- Ali Ahmadpur Garhi, YEA WC-06
2026_YEIDA_1107376_15
YEA/GM(PROJECT)/2026/455 DT-14/01/2026
Open Tender
Civil Works
90 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,005
₹82,600
29 May 2026
20 Jan 2026
2 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
Earth work in excavation in ordinary in all of foundation tranches including dressing of side and ramming of bottom lifts upto a 1.5m including getting out the excavation soil and disposal of surplus excavated soil as directed with in a lead of 50m . AR
Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17
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 : 3 graded stone aggregate 20 mm nominal size)UP PWD SOR 2020 /DAR-18/5.1.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.. UP PWD SOR 2020 /DAR-18/5.22.6
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needie, screed and plate vibrators and| finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including all taxes, material, T&P, Machinary. royalty, labour cess all taxes complete. Excluding GST as per E/l.
Dry brick on edge flooring in required pattern with bricks of class designation150 on a bed of earth including fillingcompressed with M-150Bricks(DAR/11.2/AR/YEIDA/BasedonUPPWD/SOR-2020)
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 Morth-401
M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)
Demolishing dry brick or Intelocking Tiles on edge.including stacking serviceable material and disposas of unserviceable material with in 50 metres lead:UPPWDSOR/2020
Relaying 80mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per theBy Using old Tile (Labour Only)
Providing and laying 80mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (AR)
concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17
12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UP PWDSOR-2020/DAR-18/13.4.2
Centering and shuttering including strutting, proppingFoundations, footings, bases of columns, etc. for mass concrete. UP PWD SOR 2020 /DAR-18/5.9.1
Centering and Shuttering including strutting Walls (any thickness) including attached pilasters, butteresses, Plinth and string courses etc. UP PWD SOR-2020/5.9.2
Suspended floors, roofs, landings, balconies and access platform.UP PWD SOR 2020/DAR-18/ 5.9.3
Edges of Slabs and breaks in floors and walls.under 20 cms wide.DAR/5.9.16.1/Based on UPPWD/SOR-2020
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works UPPWD SOR-2020/ DAR- 18 /10.25.2
Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming 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 depoiseted as spoil banks with in 30м distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move)SOR UPPWD/253A+231A/P-14
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