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Tender Value
₹15.3 Cr
EMD Value
₹30.5 L
Closing Date
8 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
Addl. Chief Engineer, PHED Region Ajmer
Addl. Chief Engineer, PHED Region Ajmer
As per TD
2026_PHCJA_568882_1
NIT No.02/2026-27 of ACE PHED Region Ajmer
Open Tender
Civil Works - Water Works
545 days
Malpura
As per TD
7 documents required · 7 mandatory
₹10,000
Executive Engineer, PHED Dn. Malpura
₹30.5 L
Yes
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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 | 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 Walls (any thickness) including attached pilasters, buttresses plinth and string course. | 3,760 | Sqm | 289 | ₹10,86,640 | BI01010001010000000000000515BI0100001112 |
| 2 | 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 | 600 | Cum | 5,609 | ₹33,65,400 | BI01010001010000000000000515BI0100001113 |
| 3 | 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139). | 8,800 | Kg | 77 | ₹6,77,600 | BI01010001010000000000000515BI0100001114 |
| 4 | Earthwork in excavation over area (exceeding 30 cm in depth, 1.5 Mtr. In width as well as 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. | - | - | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | All kind of soil. (GL to 1 Mtr Below from GL) | 352 | Cum | 314 | ₹1,10,528 | BI01010001010000000000000515BI0100001116 |
| 6 | Wet sinking of well in all type of strata (soil & boulders in any quantity) including required operations like chiselling, air and water jetting, hoist drives, skilled divers etc. for removal of isolated obstructions and minor blasting if required and lifting of excavated material up to ground level, and spreading the same with ramming and watering within a radius of 50 m from the site of open well. Rate includes all percentage of pebbles, boulders and river bed stones. (depth to be measured from ground level) | - | - | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | for depth up to 5.00m (1 Mtr Below from GL to 5 Mtrs Below from GL) | 234 | P.M. dia P.M. depth | 2,131 | ₹4,98,654 | BI01010001010000000000000515BI0100001118 |
| 8 | for depth from 5.00m to 10.0 mtr (5 Mtrs Below from GL to 10 Mtrs Below from GL) | 260 | P.M. dia P.M. depth | 3,507 | ₹9,11,820 | BI01010001010000000000000515BI0100001119 |
| 9 | Earthwork in excavation over area (exceeding 30 cm in depth, 1.5 Mtr. In width as well as 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. | - | - | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Hard Rock (Requiring blasting) (10 Mtrs Below from GL to 20 Mtrs Below from GL) | 2,260.8 | Cum | 976 | ₹22,06,540.8 | BI01010001010000000000000515BI0100001121 |
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