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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | -8.11% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 LAdmitted-Finance | -6.51% | ₹8.4 L | L2 | Admitted-Finance |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
25 Mar 2026, 6:00 pmClosed
Executive Engineer, PWD Division I Sawai Madhopur
Executive Engineer, PWD Division I Sawai Madhopur
Construction of PWD NABL Laboratry and Building at QC Division Sawai Madhopur (Remaining Work)
2026_CEPWD_548124_1
E-NIT No. 26/2025-26 EE PWD Dn. I Sawai Madhopur
Open Tender
Civil Works
60 days
Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Egras Office ID 11496
₹18,000
Yes
27 Mar 2026
24 Mar 2026
26 Mar 2026
24 Mar 2026
25 Mar 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum 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 | |||||
| 2Providing 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 40mm nominal size). | |||||
| 3Filling 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. | |||||
| 4Centering & 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. | |||||
| 5Random rubble dry stone Kharanja under floor. | |||||
| 6Providing 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 | |||||
| 7 | 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. Hot rolled deformed bars (IS : 1139). | 0.8 | Kg | - | - |
| 8Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | |||||
| 9Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | |||||
| 10Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
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