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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.2 LAdmitted-Finance 106 NEHRU NAGAR ROORKEE DISTRICT HARIDWAR | HARIDWAR | UTTARAKHAND | 247656 | -14.84% | ₹63.2 L | L1 | Admitted-Finance |
| 2 | L2₹63.7 L+₹54,161.27 (0.86%)Admitted-Finance | -14.11% | ₹63.7 L+₹54,161.27 (0.86%) | L2 | Admitted-Finance |
| 3 | L3₹70.3 L+₹7.1 L (11.3%)Admitted-Finance | -5.21% | ₹70.3 L+₹7.1 L (11.3%) | L3 | Admitted-Finance |
| 4 | L4₹76.0 L+₹12.8 L (20.2%)Admitted-Finance | +2.38% | ₹76.0 L+₹12.8 L (20.2%) | L4 | Admitted-Finance |
Tender Value
₹74.2 L
EMD Value
₹1.5 L
Closing Date
25 May 2026, 6:00 pmClosed
Secretary KDA Kota
KDA Kota
Construction of Hall near Maruti Nanadan Park at Ward No 55 Kota
2026_UITKo_560697_1
03/2026-27 (6)
Open Tender
Civil Works
Percentage
365 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
OnlineSSO Portal
₹1.5 L
Yes
3 Jun 2026
20 May 2026
26 May 2026
20 May 2026
25 May 2026
20 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 |
|---|---|---|---|---|---|
| 1 | 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 | 238.07 | Cum | 251 | ₹59,755.07 |
| 2 | 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 Hard rock(blasting prohibited) useful material 30% | 421.87 | Cum | 540 | ₹2,27,811.96 |
| 3 | 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 40mm nominal size). | 46.67 | Cum | 3,731 | ₹1,74,123.9 |
| 4 | 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). | 68.4 | Cum | 2,838 | ₹1,94,119.2 |
| 5 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in Cement Mortar 1:6 ( 1-Cement : 6-Sand | 38.48 | CUM | 3,479 | ₹1,33,854.53 |
| 6 | 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 : 4 (1 cement : 4 coarse sand) | 62.33 | Cum | 5,196 | ₹3,23,866.68 |
| 7 | 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 | 56.22 | Cum | 4,934 | ₹2,77,398.13 |
| 8 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix | 49.09 | Cum | 5,609 | ₹2,75,323.37 |
| 9 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix | 130.64 | Cum | 5,185 | ₹6,77,393.96 |
| 10 | Add extra for providing richer mixes respectively at all floor levelsProviding M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | 235.95 | cum | 69 | ₹16,280.74 |
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