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Construction Of Remaining Work, Shimla - Tender Details
Explore tender information for Construction Of Remaining Work in Shimla, including eligibility, deadlines, and bid specifics.
Himachal Pradesh Tourism Development Corporation Limited
Shimla, Himachal Pradesh, India
NTID 39360462
Opening Date : Wed 5th March, 2025- Closing Date : Wed 5th March, 2025
- ₹ 0.00
- NTID 39360462
Construction Of Remaining Work Of Shiv Dham (phase-i) At Kangnidhar, Mandi Distt. Mandi H.p Sub Head Structural Construction Of Replica Of 12 Jyotirlings Site Development And Approach Road.
Key Values: Document Cost: 10000.00 | EMD: 3145341.00 | Estimated Cost: 0.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
3145341.00 -
Document Cost
10000.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 23 | Total Qty : 1541198.71
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in soil hill area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil. Soft rocks, hard rock, chiseling /weldging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required line, grades, width cutting and trimming of side slopes to level as shown on the drawings and as directed by the Engineer-In-Charge at site according to the M.O.R.D. technical specification clauses 302, 1603.1 & 1603.2 and sorting out useful materials and stacking the same in all leads and camber, embankments for grade improvements and disposal of all surplus materials at approved dumping sites through all modes of transporation including head load or animals transport or mechnical means alongwith its leveling fine dressing and hauling/carriage of machineries, materials tools equipments and safety measures. Recovery for usefull stone of 2918.00 Cum (Two thousand nine hundered eighteen cubic meter) @600/- cum (Six hundered per cubic meter) only shall be effective from the contractor bill on pro-rata basis for the quality of cutting in earth work executed. any loss to the public/private property during the course of execution shall be be the responsiblty of the contractor. | 29180.84 | Per Cubic Meter |
| 2 | Earth work in excavation for all type of structure such as retaining wall, breast walls, culverts, drain etc in all type of classification of soil comprising of ordinary soils, ordinary rock, chiesling/wedging out of rocks (where blasting is prohibited) as per drawings and M.O.R.D. technical specification clauses 305.1 as per the direction of Engineer-In-Charge including setting out shoring and bracing, removal of stumps and other deletrious materials and disposal of unserviceable materials upto any leads and lifts including drassing of sides and bottom and back filling in tranches with executed suitable approved materials dressing to the original surfaces in layers not exceeding 150mm (One hundered fifty milli meter) compacted thickness including shoring, strutting and bailing out water (surface of sub soil water) upto any depth and any quantum of water including cleaning of slush which may arrien during dewatering as per the direction of Engineer-In-Charge including carriage of materials within all lead, lifts and heights. | 9599.44 | Per Cubic Meter |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights. | 64.80 | Per Cubic Meter |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.up-to all lead and lifts as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights. | 21813.39 | Per Cubic Meter |
| 5 | 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) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights. | 85.38 | Per Cubic Meter |
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