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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -8.51% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -7.20% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance B 30 B OSWAL ORNATE BLDG NO 1 OSWAL ORNATE BLDG NO 1 OPP JAIN MANDIR JESAL PARK BHAYANDER EAST THANE 401105 JESAL PARK THANE CITY MAHARASHTRA 401105 UDYAM MH 33 0074739 | PALGHAR | MAHARASHTRA | 401105 | -6.11% | ₹1.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -2.91% | ₹1.4 Cr | L4 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
29 Apr 2026, 6:00 pmClosed
Executive Engineer, Medical and Health Ajmer
Office of The Executive Engineer, Medical and Health Ajmer
Construction work of New PHC Building at Salawatiya (Block Mandalgarh) District Bhilwara (Including Electrical work) (DMFT)
2026_MEDIC_553190_11
NIT-02 of 2026-27 (EE MH Ajmer)
Open Tender
Civil Works
240 days
Bhilwara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE MH Ajmer Through NEFT/RTGS/IMPS
₹2.9 L
11 May 2026
21 Apr 2026
30 Apr 2026
21 Apr 2026
29 Apr 2026
21 Apr 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 |
|---|---|---|---|---|---|
| 1Part "A" Civil Work | |||||
| 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 | - | sqm | - | - |
| 2Earth 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 | |||||
| 3Excavation 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 | |||||
| 4Filling 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. | |||||
| 5Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil - (Deduct) Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils | |||||
| 6Carriage of Earth, Sand, Lime, Morrum manure or sludge for 5 Km. lead. | |||||
| 7Random rubble dry stone Kharanja under floor. | |||||
| 8Providing 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). | |||||
| 9Random 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). | |||||
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