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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-Finance | ₹34.6 L | L1 | Accepted-Finance ok |
| 2 | L2₹34.8 L+₹20,272.46 (0.59%)Accepted-Finance | ₹34.8 L+₹20,272.46 (0.59%) | L2 | Accepted-Finance ok |
| 3 | L3₹38.4 L+₹3.8 L (11.0%)Accepted-Finance | ₹38.4 L+₹3.8 L (11.0%) | L3 | Accepted-Finance ok |
| 4 | L4₹38.9 L+₹4.4 L (12.6%)Accepted-Finance HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 | 495678 | ₹38.9 L+₹4.4 L (12.6%) | L4 | Accepted-Finance ok |
Tender Value
₹42.2 L
EMD Value
₹84,469
Closing Date
29 Jun 2026, 6:00 pmClosed
Executive Engineer WDSC, Block Neem ka
Office of Executive Engineer WDSC, Block Neem ka
Construction of Anicut 03 No, MPT 01 No PT 01 No under MJSA 2.2, A.En. WDSC Block Patan, Sikar
2026_WDSC_568663_2
NIT 05-09/2026-27
Open Tender
Miscellaneous Works
Percentage
120 days
patan
as per tender document
2 documents required · 2 mandatory
₹500
e-gras challane
₹84,469
neemkathana
3 Jul 2026
19 Jun 2026
30 Jun 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
24 Jun 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 | ( work) | - | - | - | - |
| 2 | Jungle Clearence | 4,439 | Sqm | 2.86 | ₹12,695.54 |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth with in initial lead of 50m and lift up to1.5m including dressing of excavated area and dewatering wherever required complete in all respect In Hard soil | - | Cum | 83.7 | - |
| 4 | Add extra over Item No. 1 to 8 for disposal of excavated material above initial lift of 1.5 m and for every additional lift of 1.5 m or part there of including loading and un-loading wherever required. | - | Cum | 7.65 | - |
| 5 | Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc.and dressing when compacted manually or by plain roller with initial lead of 250m and lift up to1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.In Hard soil | - | Cum | 58.52 | - |
| 6 | Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) | 1 | Cum | 21.6 | ₹21.58 |
| 7 | Watering of earth including cost of carriage of water when source of water is up to 2 Km | 1 | Cum | 14.31 | ₹14.3 |
| 8 | Cement concrete well mixed with cement mortar (1:4:8) laid in position complete excluding curing with aggregate size 20 mm HB. | 0.2 | Cum | 3,727.2 | ₹741.71 |
| 9 | Cement concrete well mixed with cement mortar (1:3:6) laid in position complete excluding curing with aggregate size upto 20 mm . | 0.8 | Cum | 3,829.7 | ₹3,063.76 |
| 10 | Cement concrete well mixed with cement mortar (1:2:4) laid in position complete excluding curing with aggregate size upto 20 mm . | - | Cum | 5,059.4 | - |
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