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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-Finance | ₹48.8 L | L1 | Accepted-Finance OK |
| 2 | L2₹49.9 L+₹1.0 L (2.13%)Accepted-Finance | ₹49.9 L+₹1.0 L (2.13%) | L2 | Accepted-Finance OK |
Tender Value
₹49.4 L
EMD Value
₹98,720
Closing Date
14 Aug 2026, 9:00 amClosed
COMMISSIONER
OFFICE OF MUNICIPAL COUNCIL, NEAR NEW BUS STAND, KUCHAMAN CITY
Excavation work of Sheesham Talai at Jhalra road
2026_DLB_580835_16
07/2026-27
Open Tender
Civil Works
Percentage
KUCHAMAN CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER/MDRISL
₹98,720
Yes
16 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 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 for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
In all types soils/ saturated soil such as moorum, sand, sandy silt,
clay, black cotton soil, kankar, etc.
Depth upto 1.5 m | 1,575 | cum | 299 | ₹4,70,925 |
| 2 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 3,150 | cum | 319.2 | ₹10,05,480 |
| 3 | Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | 1,575 | cum | 346.8 | ₹5,46,210 |
| 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth lead upto 1 km | 6,300 | cum | 161.51 | ₹10,17,513 |
| 5 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.
With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. | 540 | cum | 1,839 | ₹9,93,060 |
| 6 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the 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 sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications
Size 1.00 M x 1.00 M | 8 | Mtr | 11,850 | ₹94,800 |
| 7 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | 166.28 | cum | 4,860 | ₹8,08,120.8 |
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