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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance | -10.00% | ₹7.8 L | L1 | Admitted-Finance |
| 2 | L2₹8.2 LAdmitted-Finance B 19 PUSHKAR COLONY BHIND ROAD GOLE KA MANDIR GWALIOR M P | GWALIOR | GWALIOR | MADHYA PRADESH | -5.51% | ₹8.2 L | L2 | Admitted-Finance |
Tender Value
₹8.6 L
EMD Value
₹17,260
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Engineer, PWD Dn. Newai
Executive Engineer, PWD Dn. Newai
Construction of Community Bhawan at Village Sisola Nathari
2026_CEPWD_549756_1
NIT 01/2026-27 PWD DN. NEWAI
Open Tender
Civil Works
90 days
Newai
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through online EGras Challan Office ID 37030
₹17,260
Yes
18 Apr 2026
6 Apr 2026
16 Apr 2026
6 Apr 2026
15 Apr 2026
6 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 |
|---|---|---|---|---|---|
PART A :- Building Work | - | - | - | - | |
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 | - | Cum | - | - | |
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 | - | - | |
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand | - | Cum | - | - | |
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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | - | - | |
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:3 ( 1-Cement : 3-Sand). | - | Cum | - | - | |
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 | - | Cum | - | - | |
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. | - | Cum | - | - | |
Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. | - | Cum | - | - | |
Random rubble dry stone Kharanja under floor. | - | Cum | - | - |
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