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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.7 LAdmitted-Finance | -12.10% | ₹46.7 L | L1 | Admitted-Finance |
| 2 | L2₹48.6 LAdmitted-Finance | -8.51% | ₹48.6 L | L2 | Admitted-Finance |
Tender Value
₹52 L
EMD Value
₹1.0 L
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer
m and h divi Sikar
Construction work of Sub Health Center Sadinsar District Sikar
2026_MEDIC_556616_12
Nit 07 2026-27 EE M AND H Sikar
Open Tender
Civil Works - Buildings
180 days
Sikar
Ref Nit documents
2 documents required · 2 mandatory
₹2,000
refer bids
₹1.0 L
26 May 2026
6 May 2026
12 May 2026
6 May 2026
11 May 2026
6 May 2026
6 May 2026 - 11 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil | 324 | per sqm | 9 | ₹2,916 | BI01010001010000000000000515BI0100001113 |
| 1.02 | 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 | 221.99 | cum | 178 | ₹39,514.22 | BI01010001010000000000000515BI0100001114 |
| 1.03 | 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. | 112.63 | cum | 64 | ₹7,208.32 | BI01010001010000000000000515BI0100001115 |
| 1.04 | 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. | - | - | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size | 54.63 | cum | 3,302 | ₹1,80,388.26 | BI01010001010000000000000515BI0100001117 |
| 1.06 | M15 grade Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 2.62 | cum | 4,624 | ₹12,114.88 | BI01010001010000000000000515BI0100001118 |
| 1.07 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: | - | - | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 91.9 | cum | 2,838 | ₹2,60,812.2 | BI01010001010000000000000515BI0100001120 |
| 1.09 | 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. | 110.52 | Sqm. | 157 | ₹17,351.64 | BI01010001010000000000000515BI0100001121 |
| 1.1 | 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 | 37.93 | cum | 4,934 | ₹1,87,146.62 | BI01010001010000000000000515BI0100001122 |
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