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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹2.0 L+₹8,509.53 (4.50%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹2.0 L+₹8,905.32 (4.71%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 L
EMD Value
₹5,940
Closing Date
17 Jul 2026, 6:00 pmClosed
office of the executive engineer rew ang
office of the executive engineer rew ang
DEVELOPMENT OF PUBLIC PARK/EIDGAH AT CHECKIWANGUND BLOCK HILLER SHAHABAD
2026_RDPR_315376_28
ENIT58of2026-27
Open Tender
Civil Works
Percentage
30 days
anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
office of the executive engineer rew ang
₹5,940
20 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
17 Jul 2026
10 Jul 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 500 m and lift upto 1.5 m, as directed by Engineer-in-Charge.
2.7.1 All kinds of soil : | - | cum | - | - |
| 0.0 | Providing and laying of dry stone soling, tightly hand packed incl. carrage from 15 km. | 1 | cum | 1 | ₹1 |
| 0.0 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | 1 | - |
| 0.0 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:3:6 mix (1 cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size)with 20% plum | - | cum | 1 | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | - | sqm | - | - |
| 0.0 | 12 mm thick cement sand plaster in 1:6 mix Aggregate length | 1 | sqm | 1 | ₹1 |
| 0.0 | Providing and fixing of 110 mm dia pvc Weep holes (incl pvc pipe cost) | - | Rm | - | - |
| 0.0 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.27.1 Beyond 60 cm girth upto and including 120 cm girth. | - | no | - | - |
| 0.0 | carriage of materials by M.T | - | - | - | - |
| 0.9 | crushed stone aggregates 15km, | - | cum | - | - |
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