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Repairing Of Road Through Hot Mix In Tulsi Vihar H No 23 To H No 40 To 47 Hariparwat Sr No 61 Zone-4 Re, AGRa-Uttar Pradesh

Agra Municipal Corporation has published Repairing Of Road Through Hot Mix In Tulsi Vihar H No 23 To H No 40 To 47 Hariparwat Sr No 61 Zone-4 Re. Submission Date for this Tender is 13-01-2022. Road Work Tenders in AGRa Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30635783
Repairing Of Road Through Hot Mix In Tulsi Vihar H No 23 To H No 40 To 47 Hariparwat Sr No 61 Zone-4 Re
Open Tender
Indian
Uttar Pradesh
AGRa
13-01-2022

Tender Details

Repairing Of Road Through Hot Mix In Tulsi Vihar H No 23 To H No 40 To 47 Hariparwat Sr No 61 Zone-4 Re

Key Value

Document Fees
INR 1000 /-
EMD
INR 123740.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:
Sl. No. Item Description
1Dismantling cement concrete or brick or granolithic floors including stacking of dismantled as directed by E/IC with in a distance of 60 meters (200 Feet).
2E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the engineer-in-charge including royalty 9.00 cum. Including Cartage of earth up to 8 km lead.
3Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km.
4Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors.
512MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand.
6R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150.
7Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).
8P/L GSB with graded stone ballast with moram with stone grit size, stone ballast with hand ramming watering including all material labor T&P etc. all complete.
9Providing and applying primer coat with bitumen emulsion (bulk) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.
10Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 3.00 to 3.50 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respects.
11Providing and applying tack coat with bitumen BG-10 using pressure distributor at the of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
12Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 4.50 to 5.00 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 508 complete in all respects.
13Providing and laying hot applied thermo plastic compound 2.5 mm thick including refletrorising glass beads @250 gm/sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from steaks and holes. Composition of thermo plastic material shall be as per table 800–3 of clause 803 of MORTH including cost of work as direction E/IC.
14Supply & fixing of R.C.C. manhole frame and cover including all complete.
15Raising & re-fixing of manhole including all material labor T&P etc. all complete.
16Supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete.
17Sub Total (A)
18Add 12% G.S.T. of Sub Total (A)
19Sub Total (B)
20Add / Deduction For Estimate Figure Amount Match
21Grand Total
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