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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | -7.99% | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹7.4 L (3.71%)Admitted-Finance | -4.58% | ₹2.1 Cr+₹7.4 L (3.71%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee | - | - | - | Not Admitted-Fee EMD/Instrument is not valid |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
2 Jun 2026, 6:00 pmClosed
SE PWD CIRCLE BARAN
SE PWD CIRCLE BARAN
Construction work of Sahariya Kanya Mahavidyalaya Hostel (50 girls) District Headquarters Baran
2026_CEPWD_558959_1
SE PWD CIRCLE BARAN NITNO-02/2026-27
Open Tender
Civil Works
Percentage
365 days
BARAN
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
2000 EE PWD DIV. BARAN
₹4.3 L
Yes
16 Jun 2026
14 May 2026
4 Jun 2026
14 May 2026
2 Jun 2026
14 May 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 | Excavation work 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 lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock | 1,038 | P.cum | - | - |
| 2 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in, All kinds of soil | 157 | P.cum | - | - |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 2,700 | P.sqm | - | - |
| 4 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 215 | P.cum | - | - |
| 5 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | 271 | P.cum | - | - |
| 6 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix | 77 | P.cum | - | - |
| 7 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix | 324 | P.cum | - | - |
| 8 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 1,124 | P.sqm | - | - |
| 9 | Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. | 461 | P.Cum | - | - |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | 519 | P.Cum | - | - |
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