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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹12.2 L+₹75,593.69 (6.59%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹12.7 L+₹1.2 L (10.8%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹13.9 L+₹2.4 L (21.4%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
28 Jul 2026, 4:00 pmClosed
Executive Engineer RnB Division Budgam
Engineering complex Budgam
Construction of ACR at Govt. Higher Sec. School at Shogapora.
2026_PWDJK_316134_2
NIT_No_48_DB_2026-27
Open Tender
Civil Works
Percentage
90 days
Shogapora Budgam
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer RnB Division Budgam
₹36,000
30 Jul 2026
15 Jul 2026
29 Jul 2026
15 Jul 2026
28 Jul 2026
15 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 excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil | 34.4 | cum | 256.85 | ₹8,835.64 |
| 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. | 34.32 | cum | 1,000 | ₹34,320 |
| 3 | Filling available excavated earth in sides of trench and floors . | 24.08 | cum | 121.05 | ₹2,914.88 |
| 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). Incl all carraiges of material involved. | 8.68 | cum | 5,202.9 | ₹45,161.17 |
| 5 | Reinforced cement concrete work in upto plinth 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. | 8.8 | cum | 7,788.4 | ₹68,537.92 |
| 6 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 23.42 | cum | 6,591.25 | ₹1,54,367.08 |
| 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 | - |
| 8 | Centring and shuttering including strutting proping and removal of form work for foundations, footings, bases of columns etc for mass concrete. | 118.22 | sqm | 286.34 | ₹33,851.11 |
| 9 | Reinforcement for RCC works including straightening cutting bending placing in position and binding all complete (Thermomechanically Treated Bars) Incl. carraige and head load qty vide item no.4 ,6 | 2,487.63 | kgs | 123.2 | ₹3,06,476.02 |
| 10 | Brick work with FPS bricks of class designation 75 in foundation and plinth in cement mortar in 1:6 mix incl carraige of bricks upto site of work complete including extra upto floor v level | 19.5 | cum | 9,027 | ₹1,76,026.5 |
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