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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance | -0.01% | ₹9.8 L | L1 | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹19,520
Closing Date
10 Aug 2026, 6:00 pmClosed
EE PWD Dn. BHIM
BHIM
Construction of khuli Saray at Khakharda me thada ka dev Mandir (MLA LAD)
2026_CEPWD_582649_2
NIT 05/2026-27 EE PWD Division Bhim
Open Tender
Civil Works
Percentage
120 days
BHIM
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹19,520
Yes
14 Aug 2026
5 Aug 2026
11 Aug 2026
5 Aug 2026
10 Aug 2026
5 Aug 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 sqm 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 | - | - |
| 2 | 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. | 1 | Cum | - | - |
| 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 | - | - |
| 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 | Sqm | - | - |
| 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 Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | 1 | Cum | - | - |
| 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). | 1 | Cum | - | - |
| 7 | Random rubble dry stone Kharanja under floor. | 1 | Cum | - | - |
| 8 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .75mm thick. | - | Sqm | - | - |
| 9 | 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 | Sqm | - | - |
| 10 | 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. | - | P.Sqm | - | - |
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BOQ_1035153.xls
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