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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -13.79% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹8.7 L (4.62%)Admitted-Finance | -9.81% | ₹2.0 Cr+₹8.7 L (4.62%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹14.2 L (7.52%)Admitted-Finance | -7.31% | ₹2.0 Cr+₹14.2 L (7.52%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not_Full_Fill |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
26 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD DIVISION SIMALWARA
EXECUTIVE ENGINEER PWD DIVISION SIMALWARA
Construction of 50 Bedded Boys Hostel at Jhalai Distt. Dungarpur
2026_CEPWD_535831_1
NIT10/2025-2026 PWD DN SIMALWARA
Open Tender
Civil Works
Percentage
240 days
SIMALWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
AS PER NIT
₹4.4 L
Yes
10 Mar 2026
6 Feb 2026
27 Feb 2026
6 Feb 2026
26 Feb 2026
6 Feb 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 | Civil Work
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 | 0.2 | Sqm | 9 | ₹1.79 |
| 2 | Earth 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 | 0.8 | Cum | 272 | ₹217.33 |
| 3 | 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 | 0.2 | Cum | 178 | ₹35.6 |
| 4 | 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 | 0.8 | Cum | 268 | ₹214.13 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | - | Cum | 175 | - |
| 6 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock | - | Cum. | 251 | - |
| 7 | 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). | 0.6 | Cum | 3,302 | ₹1,977.9 |
| 8 | 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. | 0.4 | Cum | 64 | ₹25.54 |
| 9 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . | 0.8 | Sqm | 47 | ₹37.55 |
| 10 | 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 | ₹981.87 |
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