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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | -13.90% | ₹8.4 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 LAdmitted-Finance | -13.60% | ₹8.4 L | L2 | Admitted-Finance |
| 3 | L3₹8.8 LAdmitted-Finance | -10.25% | ₹8.8 L | L3 | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹19,520
Closing Date
9 Apr 2026, 6:00 pmClosed
EE PWD DIV. BARAN
EE PWD DIV. BARAN
Construction of a classroom at Mahatma Gandhi Government Secondary School, Bichlas, Gram Panchayat, Katawar.
2026_CEPWD_549447_3
EE PWD DIV. BARAN NITNO-25/2025-26
Open Tender
Civil Works
90 days
BARAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. BARAN
₹19,520
Yes
21 Apr 2026
1 Apr 2026
13 Apr 2026
1 Apr 2026
9 Apr 2026
1 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 | 1 | P.Cum. | 0.2 | ₹0.2 | BI01010001010000000000000515BI0100001113 |
| 2 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand | 1 | P.Cum. | 0.6 | ₹0.6 | BI01010001010000000000000515BI0100001113 |
| 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 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | - | P.Cum. | 0.2 | - | BI01010001010000000000000515BI0100001113 |
| 4Random 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). | ||||||
| 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. | - | P.Sqm | 0.8 | - | BI01010001010000000000000515BI0100001113 |
| 6 | 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. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | 1 | P.Cum. | 0.8 | ₹0.8 | BI01010001010000000000000515BI0100001113 |
| 7 | Random rubble dry stone Kharanja under floor. | - | P.Cum. | 0.2 | - | BI01010001010000000000000515BI0100001113 |
| 8 | 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. | 1 | P.Sqm | 0.6 | ₹0.6 | BI01010001010000000000000515BI0100001113 |
| 9 | 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. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | - | P.Cum. | 0.2 | - | BI01010001010000000000000515BI0100001113 |
| 10 | 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. | - | P.Sqm | 0.4 | - | BI01010001010000000000000515BI0100001113 |
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