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NTID 43191093
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💬 Talk to Our Bidding ExpertBeautification Of Parwanoo Tow in Kasauli - Complete Tender Details
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Public Works Department
Kasauli, Himachal Pradesh, India
NTID 43191093
- Opening Date : Mon 22nd December, 2025
- Closing Date : Mon 22nd December, 2025
- ₹ 618207.00
- NTID 43191093
Key Values: Document Cost: 350.00 | EMD: 12400.00 | Estimated Cost: 618207.00
Tender Description
Beautification Of Parwanoo Town By Fixing Paver Block And Construction of Drain On Parwanoo Kamli 0/00 To 3/00.(sh P/l Interlocking Tiles Pavements In Road And Construction of Drain At Dust Re Occuring Places Near Ghs Kamli)under Ncap
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
BOQ Items Total Items : 6 | Total Qty : 528.75
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface by mechanical means upto 150mm depth and disposal of scarified material within all leads, lifts of materials, as per MORT&H technical specification clause 305.4.3 complete in all respect and as directed by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals. | 225.00 | Per Square meter. |
| 2 | Providing and laying Plain Cement Concrete nominal mix 1:5:10 (one cement isto five sand isto ten graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated for plain concrete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. | 22.50 | Per cubic meter |
| 3 | Providing and laying cement concrete work 1:2:4 (one cement : two sand : four graded crust hard stone aggregate twenty milimetre nominal size)mechanically mixed and vibrated for compacting concrete required strength and curing complete including cost of form work and reinforcement for reinforced cement concrete work as per HPPWD specification 1990 (one thousand Nine hundred Ninety ) volume-I or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. | 33.000 | Per cubic meter |
| 4 | Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm (eighty milimeters) thick ISI marked M-40 Grade as per drawing and Technical Specification Clause 1504, as per direction of Engineer in Charge including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. | 225.00 | Per Square meter. |
| 5 | Earthwork in excavation for all type of road structures such as retaining wall, breast wall 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. Dimensions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and 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) including trimming, dressing of sides and bottom, filling of unevenness blindages, backfilling in trenches with excavated suitable material and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. 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. | 18.00 | Per cubic meter |
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