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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC aoc |
| 2 | 2₹4.3 L+₹9,013.49 (2.15%)Rejected-Finance | ₹4.3 L+₹9,013.49 (2.15%) | 2 | Rejected-Finance second lowest |
| 3 | 3₹4.5 L+₹29,293.83 (6.99%)Rejected-Finance | ₹4.5 L+₹29,293.83 (6.99%) | 3 | Rejected-Finance third lowest |
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
9 Jun 2026, 12:00 pmClosed
EE RED DIV BALLIA
EE RED DIV BALLIA
LOT 06 TAHSIL SIKANDARPUR PARISAR ME SAMUDAYIK SHAUCHALAYA KA NIRMAN KARYA
2026_REDUP_1154653_1
544/EE/RED/25-05-2026
Open Tender
Civil Works
Fixed-rate
90 days
BALLIA
Please refer Tender documents.
2 documents required · 2 mandatory
₹767
₹9,000
Yes
20 Jul 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
9 Jun 2026
2 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means overareas (exceeding 30 cm indepth, 1.5 min width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead D.S.R 2.6.1 | 1 | cum | - | - |
| 2 | 1:4:8 (1Cement 4 coarse sand (zone-III) denved from natural sources 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023) | - | cum | 1 | - |
| 3 | 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2 | - | cum | - | - |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 | - | cum | 1 | - |
| 5 | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.3 | - | cum | - | - |
| 6 | Reinforced 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 | - | cum | - | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 | 1 | cum | - | - |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 | 1 | cum | - | - |
| 9 | Mild steel iron in plain work such as in reinforced concrete or reinforce brick work wrought to required shape as necessary cutting. bending for proper completion of the work and including supply of steel its wastage bend hook sand authorised over lapping shall be measured required to proper completion of the work S.I.No. 504 | 1 | Qtl | - | - |
| 10 | Excavating, supplying, stacking and filling of localearth (including royalty) by mechanical transportupto a lead of 5km also including ramming and watering of the earth in layers note exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25A | - | cum | - | - |
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