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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.2 L+₹58.86 (0.05%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Forgery in CDR, as per JKBANK concerned |
Tender Value
₹1.2 L
EMD Value
₹2,354
Closing Date
28 Aug 2026, 6:55 pmClosed
Executive Engineer REW Pulwama
Executive Engineer REW Pulwama
RDDDC2627103766 Development of lane with steps from ho Nazir Ahmad to kamrazi pora road at Aglar A Block Achgoza
2026_RDPR_318515_39
e- NIT No. 75/2026-27 Dated 29-07-2026
Open Tender
Civil Works
Percentage
45 days
Pulwama
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Pulwama
₹2,354
Yes
29 Aug 2026
29 Jul 2026
29 Aug 2026
29 Jul 2026
28 Aug 2026
29 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) | - | cum | - | - |
| 4 | Providing and laying 60mm thick factory made cement concrete interlocking paver block over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all ncomplete as per direction of Engineer-in-charge | 1 | sqm | 1 | ₹1 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:
4.6.1 Foundations, footings, bases for columns | 1 | sqm | - | - |
| 6 | Carriage of Materials Lead 25 Km Sand/Aggregates BY MT. | 1 | cum | 1 | ₹1 |
| 7 | Provision for Sighnboard and Photographs (as approved by Engineer in-charge) | 1 | LS | - | - |
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