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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.1 LAdmitted-Finance | -5.21% | ₹46.1 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMESH KUMAR KHASHARAM JI L1 |
|---|---|---|---|---|
| 1.00H-SCHEDULE | ||||
| 2.00(Item Rate) Providing And Fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade). Calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screq withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimu compressive strength of 58 N/mm2, modulus of elasticity 90 N/mm2 and resistance to spread of flame of class Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made . Frame size 65x100mm | ||||
| 3.00 | SHC | 24.75 | MTR | 1,021 ₹25,269.75 Lowest |
| 4.00Providing And Fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin PVC polymer of K value 58-60 (Suspension Grade). Calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) having minimum density of 650 kg/cum, screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimu compressive strength of 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of class A category with property of being termite/borer proof , water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minium 14 micros thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sung S.S. screws, all as per direction of Engineer -In-Charge. (Note: stainless steel butt hinges and necessary S.S. screws shall be paid separately) 30 mm thick | ||||
| 5.00 | SHC | 7.88 | SQM | 4,051 ₹31,921.88 Lowest |
Tender Value
₹48.6 L
EMD Value
₹97,280
Closing Date
29 Jun 2026, 6:00 pmClosed
Executive Engineer Medical and Health Udaipur
Executive Engineer Medical and Health Udaipur
5. Construction of New SHC Building at Bhader, Distt. Udaipur
2026_MEDIC_566908_5
NIT No 09/2026-27 EXECUTIVE ENGINEER MEDICAL AND HEALTH UDAIPUR
Open Tender
Civil Works - Buildings
Percentage
240 days
UDAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
RTGS-NEFT TO HDFC BANK AC 50100255592722
₹97,280
30 Jun 2026
11 Jun 2026
30 Jun 2026
11 Jun 2026
29 Jun 2026
11 Jun 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 | PARTICULARS | - | - | - | - |
| - | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 520 | sqm | 5 | ₹2,600 |
| - | 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 sum 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 | 322.52 | cum | 178 | ₹57,408.56 |
| - | 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. | 94.83 | cum | 64 | ₹6,069.12 |
| - | 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 - (Deduct)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 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr.All kinds of soils | 324 | cum | 101 | ₹32,724 |
| - | Carriage of Earth, Sand, Lime, Morrum manure or sludge for 5 Km. lead. | 324 | cum | 125 | ₹40,500 |
| - | 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). | 69.25 | cum | 3,302 | ₹2,28,663.5 |
| - | 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). | 97.55 | cum | 2,838 | ₹2,76,846.9 |
| - | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 234.39 | Sqm. | 157 | ₹36,799.23 |
| - | 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 | 55.63 | cum | 4,934 | ₹2,74,478.42 |
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