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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.0 CrAdmitted-Finance | -6.11% | ₹8.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.5 Cr+₹58.3 L (7.33%)Admitted-Finance | +0.77% | ₹8.5 Cr+₹58.3 L (7.33%) | L2 | Admitted-Finance |
| 3 | L3₹8.7 Cr+₹69.6 L (8.75%)Admitted-Finance | +2.11% | ₹8.7 Cr+₹69.6 L (8.75%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non responsive due to Less Tender fee deposited |
Tender Value
₹8.5 Cr
EMD Value
₹16.9 L
Closing Date
11 Jan 2026, 9:00 amClosed
ACE PWD
Zone Jodhpur-II HQ Barmer
Construction of Additional 4th floor with other Associated works at New Court Complex Building Balotra
2025_CEPWD_523387_1
NIT no. 08/2025-26 ACE PWD Zone II Jodhpur HQ Barmer
Open Tender
Civil Works - Buildings
Percentage
330 days
Balotra
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
EE PWD Dn Balotra
₹16.9 L
Yes
Barmer
28 Jan 2026
26 Dec 2025
12 Jan 2026
26 Dec 2025
11 Jan 2026
26 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 |
|---|---|---|---|---|---|
| 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 | 2,229.3 | Cum | - | - |
| 2 | 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 | 3,173.96 | cum | - | - |
| 3 | 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(1cement :4coarsesand:8gradedstoneaggregate40
mm nominal size). | 230.81 | Cum | - | - |
| 4 | 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). | 318.27 | Cum | - | - |
| 5 | 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. | 972.75 | Sqm | - | - |
| 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. | 4,923.26 | Sqm | - | - |
| 7 | 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 :Columns, pillars, posts and struts etc. | 380.49 | Sqm | - | - |
| 8 | Providing and laying in position specified grade of cement concretee 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 | 264.56 | Cum | - | - |
| 9 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision | 684.09 | Cum | - | - |
| 10 | 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 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix | 53.66 | Cum | - | - |
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