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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.0 L
EMD Value
₹9,900
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer RnB Division Budgam
Engineering complex Budgam
Construction of Additional Room and lavatory at Nayabat Office Parnewa Budgam
2026_PWDJK_306660_1
NIT_No_113_DB_2025-26
Open Tender
Civil Works
Percentage
20 days
Parnewa
Please refer Tender documents.
3 documents required · 3 mandatory
₹200
Executive Engineer RnB Division Budgam
₹9,900
31 Mar 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed. | |||||
| 2 | P/L of dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches incl. all carriages of material involved & head load. | - | cum | 1,000 | - |
| 3 | Filling available excavated earth in sides of trench and floors . | - | cum | 218.4 | - |
| 4 | P/L in position cement concrete of specified grade excl. the cost of centering and shuttering: 1:4:8 (1 cement 4: coarse sand 8 graded stone crushed agg.40mm nominal size). | - | cum | 5,202.9 | - |
| 5 | Reinforced cement concrete work in upto plinth level excluding cost of centering, shuttering, finishing and reinforcement with (M-20Mix) 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20mm nominal size- crushed.) | - | cum | 7,778.4 | - |
| 6 | Providing/laying in position specified grade excluding the cost of centering & shuttering . (M-15 Mix) 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded stone aggregate 20mm nominal size- crushed.) | - | cum | 6,591.25 | - |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150, landings, balconies, shelnes, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases upto floor V level excluding cost of centering, shuttering, finishing and reinforcement with (M-20 Mix) 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20mm nominal size- crushed.) Incl all carraiges of material involved. | - | cum | 9,821.85 | - |
| 8Centring and shuttering including strutting proping and removal of form work for foundations, footings, bases of columns etc for mass concrete. | |||||
| 8.01 | Foundations | - | sqm | 286.35 | - |
| 8.02 | slab | - | sqm | 716.2 | - |
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