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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹10.4 LAccepted-AOC | ₹10.4 L Quoted ₹12.4 L | l1 | Accepted-AOC L1 |
| 2 | l2₹12.4 LRejected-Finance | ₹12.4 L | l2 | Rejected-Finance l2 |
| 3 | l3₹12.5 LRejected-Finance | ₹12.5 L | l3 | Rejected-Finance l3 |
Tender Value
₹15.0 L
EMD Value
₹30,000
Closing Date
7 Apr 2026, 12:00 pmClosed
Executive Engineer
O/o Executive Engineer
Construction work of partition railing and ICU tin shed in the cow shelter of Gram Sakwai
2026_REDUP_1131852_5
426/EEREDFBD/2025-26 DT 06.03.2026
Open Tender
Civil Works
90 days
Farrukhabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹30,000
Yes
30 Apr 2026
31 Mar 2026
7 Apr 2026
31 Mar 2026
7 Apr 2026
31 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. | |||||
| 21:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 3Providing 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 5Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 6Brick work with common burnt clay F.P.S(Non modular) brick of class designation 7.5 in 1;4 cement & c.sand mortor in superstructure above plinth level upto floor V level in all shapes and size i/c all complete. | |||||
| 712mm thick plaster with cement mortar in proportion of 1:4 with cement , c/sand plaster i/c all complete | |||||
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ic plinth Beam | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||
| 10Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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sakwai.pdf
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BOQ_2112286.xls
BOQ • 0.26 MB
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