Tender for Public Works Department - NTID 29351443
Public Works Department
SIRMOUR, Himachal Pradesh, India
NTID 29351443
- Opening Date : Fri 7th October, 2022
- Closing Date : Fri 7th October, 2022
- ₹ 7193126.00
- NTID 29351443
Construction Of Additional Accommodation At Govt. High School Building At Thaina Basotri Tehsil Rajgarh Distt. Sirmour Hp (sh Construction Of Building Portion Ground Floor First Floor, Rain Water Harvesting Tank, Soak Pit, Wssi And Site Development And Etc).
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Costs
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EMD
144000.00 -
Document Cost
2000.00 -
Estimated Cost
7193126.00
BOQ Items Total Items : 158 | Total Qty : 30430
# | Item | Quantity | Units |
---|---|---|---|
1 | Cutting in earth work by mechanical in all heights and depths, in all kind of soil including saturated soil comprising of pick work, jumper work and blasting woar both in soft and hard roac with chiseling and wedging out of rovk (where blasting is prohibited) and their. wherever required, setting of to the required lines, levels as shown on the drawing and as directed by the Engineer-in charge at site according to the HP.PWD., specification of 1990 (One thousand nine hundred ninety) Volume-I (One) and sorting out usful and unuseful material and transportation of the unusfil material for desposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer-in -Charge through all modes of transportation including head load, animal load or machineries, tools equipments and safety measures and incidentals necessary to complete the work by mecanical means and labour (if required) All the usful material such as stones,shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the direction of the Engineer-in -Charge. The recovery of useful stone, wheather usefull or not, for 51.48 cubic metre. (Fifty one point forty eight Cubic Metre) @ 300/- (Rupes Three hundred)per cubik metre shel be effected on pro rata bases in all circumstances. Any loss to the public and private property, human being, mechinery during the course of excavation and disposal of serviceable material shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respects including all incidental charges as per the direction of the Engineer-in -Charge. | 429.10 | Per Cubic Metre |
2 | Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases. | 433.66 | Per Cubic Metre |
3 | Supplying and filling in plinth with sand under floors, including watering, romming, consolidating and dressing complete as per HP.PWD specification, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges. | 26.57 | Per Cubic Metre |
4 | Providing form work with steel plates 3.15 (Three point One Five ) millimeters thick welded with angle iron in frame 30 x 30 x 5 (Thirty into Thirty into Five ) millimeters, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in all heights of propping and centering below supporting floor to ceiling and removal of the same in-situ-reinforced concrete and plain concrete work in Foundation footings and bases of columns etc. and mass concrete as per HP.PWD specification, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges. | ||
5 | Foundation footing and basis of columns, etc. and mass concrete. | 207.52 | Per Square Metre |
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