Allahabad Development Authority-ADA has published Construction Of 18.00 Mtr. Wide Road And R.C.C. Drain For Prayagraj City Transport E-Charging Station At Naini, Prayagraj. Submission Date for this Tender is 30-12-2021. Road Work Tenders in Naini, Prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation, trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI.No. 251/2020) |
| 2 | Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I. (SI. No. 253/2020) |
| 3 | Cartage of earth at a distance of 8 Km. from site including loading and unloading complete in all respect. |
| 4 | Concrete with 4 cm gauge Stone ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SI No. 281/2020) |
| 5 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (DSR/2018) |
| 6 | Centering and shuttering complete A- Foundation and slab |
| 7 | Wall |
| 8 | Supply and laying of local sand including supply of all labour T&P etc. complete. |
| 9 | Cement concrete work 1:2:4 with cement,coarse sand and 2cm gauge stone grite including labour,tools, plants all completeof workas per SI.No. 279A/2020) |
| 10 | M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI.No. 504/2020) |
| 11 | Construction of granular sub-base (GSB)in two layers by providing coarse graded material as per table 400-2 (grading-1) of MORT and H specification mixing by mix-in-place by at OMC Carriage of mixed material to site spreading in uniform in two layers with mortar graded (110 HP @ 50 cum per hour) on prepared surface and compaction with vibratory roller of 8-10 tonnes to achive the desired (minimum 98% of maximum dry density for the material ) including suplly of all materials, Labour,T&P etc. required for proper completion of the work as per clause 401 of MORT & H specification and as per direction of E/I(Approved Rate) |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Reference of MORT&H 406) |
| 13 | Providing and applying tack coat with 80/100 (VG 10) betumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm. On the prepared betuminus/granular surface cleaned with mechanical broom incuding supply of all materials,labour, T & P etc. required for proper completion of the work as per clause 503 of MORT & H specifications and as per the direction of E/I(Approved Rate) |
| 14 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (Reference of MORT&H 502) |
| 15 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a 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 MoRTH specification clause No. 507 complete in all respects.(Approved Rate) |
| 16 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a 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 MORTH specification clause No. 509 complete in all respects.(Approved Rate) |
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