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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.0 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹15.3 Cr+₹21.7 L (1.45%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹15.3 Cr+₹26.4 L (1.76%)Admitted-Finance 52 118 SECTOR 5 PRATAPNAGAR SANGANER JAIPUR 302033 | JAIPUR | RAJASTHAN | 302033 | L3 | Admitted-Finance | ||
| 4 | L4₹16.2 Cr+₹1.1 Cr (7.54%)Admitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | L4 | Admitted-Finance | ||
| 5 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹17.4 Cr
EMD Value
₹34.8 L
Closing Date
7 Jan 2026, 6:00 pmClosed
AS PER TENDER DOC AND NIT
AS PER TENDER DOC AND NIT
Construction of S.C. Boys Residential School at Weir Social Justice and Empowerment Department Distt-Bharatpur
2025_RSAMB_520831_1
NIT 08 SE RSAMB Circle Bharatpur
Open Tender
Civil Works
Percentage
540 days
Bharatpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
AS PER TENDER DOC AND NIT
₹34.8 L
Yes
SE Circle RSABM Bharatpur
12 Jan 2026
17 Dec 2025
9 Jan 2026
17 Dec 2025
7 Jan 2026
17 Dec 2025
1 Jan 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 |
|---|---|---|---|---|---|
| 1Part A " Civil Work" | |||||
| 1.01 | 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 | - | p.cum | 178 | - |
| 1.02 | 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). | - | p.cum | 3,847 | - |
| 1.03 | 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). | - | p.cum | 2,838 | - |
| 1.04 | 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. | - | p.cum | 64 | - |
| 1.05 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | - | p.cum | 31 | - |
| 1.06 | 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 | - | p.cum | 4,934 | - |
| 1.07 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonary 150mm/230mm/300mm thick with Grade-I AAC blocks in superstructure above plinth level upto floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-charge. (The payment of RCC band and reinforcement shall be made for seperately). | - | p.cum | 4,752 | - |
| 1.08 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonary 100mm/125mm thick with Grade-I AAC blocks of density 551 to 650 kg/cum conforming to IS : 2185 (Part-3) in superstructure above plinth level upto floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos. 6 mm dia MS bars at every third course of masonary work. | - | p.cum | 5,404 | - |
| 1.09 | 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 | - | p.cum | 5,185 | - |
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