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NTID 39599829
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Construction Of 8 Layer Synthe, Jabalpur - Tender Details
Explore tender information for Construction Of 8 Layer Synthe in Jabalpur, including eligibility, deadlines, and bid specifics.
Madhya Pradesh Power Management Company Limited
Jabalpur, Madhya Pradesh, India
NTID 39599829
- Opening Date : Thu 27th March, 2025
- Closing Date : Wed 26th March, 2025
- ₹ 2814100.00
- NTID 39599829
Key Values: Document Cost: 1180.00 | EMD: 28200.00 | Estimated Cost: 2814100.00
Tender Description
Construction Of 8 Layer Synthetic Tennis Court At Jyoti Club Mppmcl Jabalpur
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
-
EMD
28200.00 -
Document Cost
1180.00 -
Estimated Cost
2814100.00
BOQ Items Total Items : 24 | Total Qty : 7172
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SOR 2.6 :- Excavation soil: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. | 180.00 | Per cum |
| 2 | NSOR: - Pre-construction anti termite treatment to the building under construction by providing Stage No.1 Treating the bottom and the sides (Up to 30 cm height of the excavated trench @5 litter per Sqm of the surface area Stage No.2 After Masonry /RCC work, the back fill in the immediate contract with the foundation structure treatment @7.5 liters per Sq.m of the vertical surface of the substructure for each side. Stage No.3 Surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @5.0 liters / Sqm. Stage No.4 Pumping the emulsion in plinth masonry on filling side at floor junction @7.5 liters/Sqm. Stage No.5 Pumping the emulsion from outer side of the plinth below ground all-round the masonry @5.0 liters/Sqm as per I.S.8944 Emulsion (1 Chlorpyrifos: 19 water) with five years' service guarantee. Note: - Treatment should start when foundation trenches and pits are ready to take bed concrete or levelling course in foundations. Laying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet within rain or subsoil water. This also applies to filled up soil within the plinth area before laying the sub grade for flooring. Size of Tenis court :2 (15+25) = 80 sqm | 80.00 | Per sqm |
| 3 | Road SOR 4.8(i)(a) : - Water Bound Macadam: Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.(i) Grading 1 (63 to 45 mm)(a) Unsing screening type -a (13.2mm agg.) | 40.00 | per cum |
| 4 | Road SOR 4.11: - Wet Mix Macadam:- Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mix plant carriage of missed material by tipper to site laying in uniform layers with paver in sub base / base course n well prepared surface and compacting with vibratory roller to achieve the desired s density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | 40.00 | per cum |
| 5 | Road SOR Item 5.4 (b)(ii) :- Bituminous Macadam: Providing and laying bituminous Macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. b) using drum mix plant of appropriate capacity. (II) for Grading II (19mm nominal size ) bitumen content 3.50% with bitumen 60/70 (VG30) | 40.00 | per cum |
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