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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹68,446.07Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹82,624.19+₹14,178.12 (20.7%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹83,113.09+₹14,667.02 (21.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹97,800
EMD Value
₹1,956
Closing Date
29 Jul 2026, 6:55 pmClosed
Executive Engineer REW Pulwama
Executive Engineer REW Pulwama
RDDDC2627103829 Development of parray mohalla lane from Transformer to onwards with repairment of irrigation channel near parray mohalla Graveyard at Aglar B Block Achgoza
2026_RDPR_316932_10
e- NIT No. 57/2026-27 Dated 20-07-2026
Open Tender
Civil Works
Percentage
Pulwama
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Pulwama
₹1,956
4 Aug 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 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 |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : | - | sqm | - | - |
| 2 | Providing and laying of dry stone soling hand packed/plums in concrete incl all carriages. | - | cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 1 | cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete | - | SQM | - | - |
| 5 | Carriage of Materials Lead 20 Km Sand/Aggregates BY MT+25mts HL | - | cum | - | - |
| 6 | Provision for Sighnboard and Photographs (as approved by Engineer in-charge) | 1 | LS | - | - |
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