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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | -17.50% | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.3 L+₹1,990.04 (0.61%)Admitted-Fee/PreQual/Technical/Finance | -17.00% | ₹3.3 L+₹1,990.04 (0.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Affidavit not notarized |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others- Card renewal expired in 2025 |
Tender Value
₹4.0 L
EMD Value
₹7,960
Closing Date
9 Sept 2026, 6:55 pmClosed
Executive Engineer REW Pulwama
Executive Engineer REW Pulwama
FINDC2627102093- DEVELOPMENT OF PUBLIC PARK WARD 5 AT LETHPORA B BLOCK AWANTIPORA
2026_RDPR_322606_25
e- NIT No. 107/2026-27 Dated 27-08-2026
Open Tender
Civil Works
Percentage
45 days
Pulwama
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Pulwama
₹7,960
11 Sept 2026
27 Aug 2026
10 Sept 2026
27 Aug 2026
9 Sept 2026
27 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 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes,cables etc (not exceeding 1.5m in width) and for shafts, wells, cesspits, and the like not exceeding 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of the same as directed in all kinds of soils | - | cum | - | - |
| 2 | Provinding and laying of dry stone soling dully hand packed and plum with all carriages, | - | cum | - | - |
| 3 | Provinding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level in 1:3:6 mix (1cement: 3coarse sand: 6 graded stone aggregate with 20mm nominal size) | - | cum | - | - |
| 4 | Centring and shuttering including propping, strutting and removal of form work for foundations, footings, bases of columns for mass concrete | - | sqm | - | - |
| 5 | 12 mm thick cement plaster in1:6 mix (1cement:6 fine sand) | - | sqm | - | - |
| 6 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto50meter and lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : | 1 | sqm | - | - |
| 7 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | 1 | cum | - | - |
| 8 | Cost of stones for crate work incl 15 km carriage by MT. | - | cum | - | - |
| 9 | Cost of wire Crates incl carriage with 100 mm x100 mm mesh 4mm thick | - | No | - | - |
| 10 | Carriage of materials sand/aggregates by means of mechanial transport for an average lead of 15 km | - | cum | - | - |
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