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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.2 LAccepted-AOC GANDHIGANJ MAURANIPUR DISTT JHANSI | MAURANIPUR | JHANSI | UTTAR PRADESH | ₹27.2 L | 1 | Accepted-AOC Y |
| 2 | 2₹27.2 LRejected-Finance GOODBYE BAZAR HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | ₹27.2 L | 2 | Rejected-Finance N |
Tender Value
₹26.5 L
EMD Value
₹53,000
Closing Date
30 Apr 2026, 12:00 pmClosed
EE RED Jhansi
EE RED Jhansi
Gram Sarsenda Block Bamour mai Samudayik Vivah Ghar ka nirman
2026_REDUP_1140375_8
3781/EE/RED/Tender/2025-26 Dt. 14.03.2026
Open Tender
Civil Works
90 days
Gram Sarsenda Block Bamour mai Samudayik Vivah Gha
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹53,000
Yes
2 Jun 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth 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. All kinds of soil as per SI.No. 2.8.1 | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a) | 0.8 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, staircases and spiral staircases etc. above plinth level up to floor V level, excluding the cost of centering, shuttering, finishing and reinforcement : in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22.6 | - | Qtl | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.4.2 | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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