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| Tender ID | 4895899 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Repair Of Cd Work Annual Repair Pitha Ji Ka Khera Km. 0/300 |
| Last Date For Submission | 23rd Jul, 2026 |
| Opening Date | 24 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 29640.00 |
| Estimated Cost | 1482000.00 |
| City | Mandalgarh |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | 232.98 | Cum |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | 21.18 | Cum |
| 3 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20 | 107.62 | Cum |
| 4 | Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing and technical specification as per MoRTH Specification : 1100, 1500 & 1700 R.C.C. grade M30 Structural concrete | 31.59 | Cum |
| 5 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 2.00 M x 2.00 M | 22.50 | Mtr |
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