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Tender Value
₹17.1 L
EMD Value
₹34,300
Closing Date
10 Jul 2026, 5:00 pm5d left
GM P
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of cc road and Brick Drain in Village-Karol Bangar, YEA. WC-06
2026_YEIDA_1164740_7
YEA/GM(PROJECT)/2026/531 DT-24/06/2026
Open Tender
Civil Works
120 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
REFER TENDER DOC
5 documents required · 5 mandatory
₹840
₹34,300
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 |
|---|---|---|---|---|---|
| 0.0 | 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 | 1 | Cum | 1 | ₹1 |
| 0.0 | 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 | 1 | Cum | - | - |
| 0.0 | 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 | - | Cum | - | - |
| 0.0 | 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 | - | Kg | 1 | - |
| 0.0 | 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. | 1 | Cum | 1 | ₹1 |
| 0.0 | 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) | - | Sqm | - | - |
| 0.0 | 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) | - | Cum | - | - |
| 0.0 | 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 | 1 | Cum | - | - |
| 0.0 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UP PWDSOR-2020/DAR-18/13.4.2 | 1 | sqm | - | - |
| 0.0 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and
access platform.UP PWD SOR 2020/DAR-18/ 5.9.3 | - | sqm | - | - |
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