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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance | -23.51% | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹9.3 L+₹53,469.57 (6.08%)Admitted-Finance | -18.86% | ₹9.3 L+₹53,469.57 (6.08%) | L2 | Admitted-Finance |
| 3 | L3₹9.3 L+₹55,194.39 (6.28%)Admitted-Finance | -18.71% | ₹9.3 L+₹55,194.39 (6.28%) | L3 | Admitted-Finance |
| 4 | L4₹9.4 L+₹63,358.56 (7.20%)Admitted-Finance | -18.00% | ₹9.4 L+₹63,358.56 (7.20%) | L4 | Admitted-Finance |
| 5 | L5₹10.5 L+₹1.7 L (19.0%)Admitted-Finance 01 VILL PATA POST PATA PHAPHUND AURAIYA UTTAR PRADESH 206241 | AURAIYA | UTTAR PRADESH | 206241 | -9.00% | ₹10.5 L+₹1.7 L (19.0%) | L5 | Admitted-Finance |
Tender Value
₹11.5 L
EMD Value
₹23,000
Closing Date
30 Jul 2026, 6:00 pmClosed
EE PWD Dn. Rajsamand
Rajsamand
Repair and Maintenance works in DICC Building At Rajsamand
2026_CEPWD_577838_2
NIT No. 07/2026-27 EE PWD Dn. Rajsamand
Open Tender
Civil Works
Percentage
90 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹23,000
Yes
3 Aug 2026
27 Jul 2026
31 Jul 2026
27 Jul 2026
30 Jul 2026
27 Jul 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 | Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, Laminated (colour) finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side..Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of laminated ( colour) having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shutter shall be made of 39w x 69h mm Extruded 3 box multi-chamber UPVC Window profile section of laminated ( colour) having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully. | 1 | Sqm | - | - |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:For thickness of tiles 25mm to 40mm. | - | Sqm | - | - |
| 3 | Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. | - | Sqm | - | - |
| 4 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead:Of area 3 square meter and below. | - | Each | - | - |
| 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 | 1 | Cum | - | - |
| 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. | 1 | Cum | - | - |
| 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. M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | - | Cum | - | - |
| 8 | 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). | 1 | Cum | - | - |
| 9 | 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 | - | - |
| 10 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) | 1 | Sqm | - | - |
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