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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.5 L+₹8,610.11 (6.15%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.5 L+₹10,500.14 (7.50%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹1.8 L
EMD Value
₹3,500
Closing Date
23 Apr 2026, 4:00 pmClosed
Executive Engineer
Kotranka
Construction of Girls Toilet at GPS Simbal
2026_PWDJK_308013_3
NIT No. 02 of 2026-27 dated 16.04.2026
Open Tender
Civil Works
Percentage
Kotranka
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹3,500
29 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 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 |
|---|---|---|---|---|---|
| - | 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:80% All kinds of Soil, 10% Soft Rock, 10% Hard Rock.(Complete Job) | - | Cum | - | - |
| 2 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil. | - | Cum | 286.85 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) Crushed . | - | Cum | 4,826.5 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. | - | Cum | 5,733.6 | - |
| 5 | Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :6 ( 1 cement : 6 coarse sand) & Extra for brick work in superstructure above plinth level upto floor V level. (By manual means) | - | Cum | 9,027.2 | - |
| 6 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level | - | Cum | 9,821.85 | - |
| 7 | Reinforcement for RCC work including straightening cutting, bending, placing in position & binding all complete with TMT bars. | - | Kg | 123.2 | - |
| 8Centring and Shuttering including strutting, propping etc and removal of form work for | |||||
| 8.1 | Foundations: footings, bases of columns etc. for mass concrete. | - | Sqm | 286.35 | - |
| 8.2 | Suspended floors, roofs, landings, balconies and access platform. | - | Sqm | 718.2 | - |
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BOQ_998683.xls
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