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Tender Value
₹3.9 L
EMD Value
₹7,800
Closing Date
9 Sept 2026, 5:00 pm
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BoQ
2026_HPIPH_142108_1
EE-JSD-BGI-TA-Tender/2026- 15166-215 dt. 26/8/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹350
₹7,800
28 Aug 2026
28 Aug 2026
10 Sept 2026
28 Aug 2026
9 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. (Jumper work 95%, Chiselling (Hard rock) 5% and Pick work 0%) | 14.84 | Cum | - | - |
| 2Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. | |||||
| 2.01 | Jumper work 100 % | 34.83 | Cum | - | - |
| 2.02 | Chiselling (Hard rock) 100% | 1.83 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. | 10.77 | Cum | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. | 3.15 | Cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. | 0.98 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:2:4 (1 Cement: 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 0.98 | Cum | - | - |
| 7Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||||
| 7.01 | Walls (any thickness but not less than 0.10m thicknes) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 46.83 | Sqm | - | - |
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