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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance | +0.10% | ₹8.5 L | L1 | Admitted-Finance |
| 2 | L2₹8.9 LAdmitted-Finance | +4.99% | ₹8.9 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical CHATAI SHEEP WARD NO 07 NEW MARKET ROAD AHIWARA DURG CHHATTISGARH 490036 | DURG | CHHATTISGARH | 490036 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹8.5 L
EMD Value
₹17,040
Closing Date
17 May 2026, 6:00 pmClosed
EE PWD DIV. JHALAWAR
EE PWD DIV. JHALAWAR
Construction of 3 No. Room at Police Line Jhalawar
2026_CEPWD_557996_7
EE PWD DIV. JHALAWAR NITNO-02/2025-26
Open Tender
Civil Works
60 days
JHALAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. JHALAWAR
₹17,040
Yes
19 May 2026
10 May 2026
18 May 2026
10 May 2026
17 May 2026
10 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 | 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 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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). | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 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 | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | 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 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | 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 | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 8 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 10 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :30 mm thick Commercial Veneer both side | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
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