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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | -13.71% | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.4 L+₹67,946.84 (10.1%)Admitted-Finance | -5.00% | ₹7.4 L+₹67,946.84 (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹7.5 L+₹81,598.61 (12.1%)Admitted-Finance | -3.25% | ₹7.5 L+₹81,598.61 (12.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹7.8 L
EMD Value
₹15,620
Closing Date
3 Jun 2026, 6:00 pmClosed
Executive Engineer PWD Division Hindaun
Executive Engineer PWD Division Hindaun
Construction of New Ashram in Old Mahatma Jyotiba Phule Ashram Bhukrawali Mode Suroth
2026_CEPWD_559964_1
E-NIT No 01/2026-27/Dn. Hindaun
Open Tender
Civil Works - Buildings
Percentage
90 days
Hindaun
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
as
₹15,620
Yes
10 Jun 2026
20 May 2026
4 Jun 2026
20 May 2026
3 Jun 2026
20 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 | 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils | 1 | Cum | 178 | ₹178 |
| 2 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand | - | Cum | 1,024 | - |
| 3 | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | 3,302 | - |
| 4 | 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 | P.Sqm | 157 | ₹157 |
| 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 | 0.2 | Cum | 4,934 | ₹986.8 |
| 6 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 0.6 | Cum | 2,838 | ₹1,702.8 |
| 7 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | 1 | Cum | 77 | ₹77 |
| 8 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Cum | 4,990 | - |
| 9 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1 | Cum | 4,483 | ₹4,483 |
| 10 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : | - | Rm. | 111 | - |
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