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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.6 LAdmitted-Finance | +6.50% | ₹26.6 L | L1 | Admitted-Finance |
| 2 | L2₹27.4 LAdmitted-Finance | +9.71% | ₹27.4 L | L2 | Admitted-Finance |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
28 Apr 2026, 6:00 pmClosed
Executive Engineer M and H Sawai Madhopur
Executive Engineer M and H Sawai Madhopur
Construction of Fire Tank and Control Room Work at DH Gangapur City District Sawai Madhopur
2026_MEDIC_553506_6
Nit No. 01/2026-27 EE Medical and Health SWM
Open Tender
Civil Works
90 days
Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
RTGS/NEFT/Any other money Transfer System
₹50,000
Yes
1 May 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
28 Apr 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 | - | - | BI01010001010000000000000515BI0100001163 |
Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001164 | |
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 | - | - | BI01010001010000000000000515BI0100001165 | |
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. | - | - | - | - | BI01010001010000000000000515BI0100001166 | |
Walls (any thickness) including attached pilasters, buttresses plinth and string course. | - | Sqm | - | - | BI01010001010000000000000515BI0100001167 | |
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001168 | |
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 | - | - | BI01010001010000000000000515BI0100001169 | |
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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix | - | Cum | - | - | BI01010001010000000000000515BI0100001170 | |
Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Cum | - | - | BI01010001010000000000000515BI0100001171 | |
Providing M-35 grade concrete by using min. 428 kg of cement per cum instead of M-20 grade design mix. | - | Cum | - | - | BI01010001010000000000000515BI0100001172 |
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