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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹6.7 L+₹35,987.03 (5.67%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹6.8 L+₹46,992 (7.41%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹6.8 L+₹48,116.59 (7.58%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹7.0 L+₹64,342.89 (10.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
15 Sept 2026, 3:00 pmClosed
Executive Engineer PWD Distt Dn II Jodhpur
Executive Engineer PWD Distt Dn II Jodhpur
Construction of Samudayik Bhawan at Kuri Housing Board Jodhpur Sector 01 Near Veer Teja Ji Mandir
2026_CEPWD_596543_4
NITNO09OF2026-27
Open Tender
Civil Works
Percentage
120 days
Jodhpur
As per tender document
2 documents required · 2 mandatory
₹500
Executive Engineer PWD Distt Dn II Jodhpur/MD RISL
₹20,000
Yes
23 Sept 2026
10 Sept 2026
15 Sept 2026
10 Sept 2026
15 Sept 2026
10 Sept 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 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 | 41 | Cum | 160.2 | ₹6,568.2 |
| 2 | 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). | 11 | Cum | 3,565.8 | ₹39,223.8 |
| 3 | 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. | 25 | Cum | 57.6 | ₹1,440 |
| 4 | 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. | 12 | Sqm | 155.7 | ₹1,868.4 |
| 5 | 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 | 3 | Cum | 5,328.9 | ₹15,986.7 |
| 6 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | 69 | Sqm | 336.6 | ₹23,225.4 |
| 7 | 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 | 10 | Cum | 5,599.8 | ₹55,998 |
| 8 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | 1,625 | Kg | 73.8 | ₹1,19,925 |
| 9 | 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). | 41.85 | Cum | 3,065.4 | ₹1,28,300.78 |
| 10 | 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). | 35.27 | Cum | 3,757.5 | ₹1,32,521.04 |
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