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Tender For Construction Of Road And Drain In Sector-3 At Transport Nagar Yojna Aligarh, aligarh-Uttar Pradesh

Aligarh Development Authrority-ADA has published Tender For Construction Of Road And Drain In Sector-3 At Transport Nagar Yojna Aligarh. Submission Date for this Tender is 25-11-2023. Road Work Tenders in aligarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40627024
Corrigendum : Tender For Construction Of Road And Drain In Sector-3 At Transport Nagar Yojna Aligarh
Open Tender
Indian
Uttar Pradesh
aligarh
25-11-2023

Tender Details

Tender For Construction Of Road And Drain In Sector-3 At Transport Nagar Yojna Aligarh

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-Nov-2023 Corrigendum date Date 25-11-2023

Key Value

Document Fees
INR 29500 /-
EMD
INR 857000.0 /-
Tender Value
INR 4.28 Crore /-

BOQ Items

Name of Work: Construction of Road and Drain in Sector-3 at Transport Nagar Yojna Aligarh
Sl. No. Item Description
1Road
2Cleaning junglesincluding uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. UPPWD SOR-2022 SI No 259
3Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and sides slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m.MORTH Specification 301/SI No 3.60
4Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no, 300-2 Carted earth 8 km. As per MORTH Specification 305/SI No 3.18
5Construction ofGranular Sub Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to acheive the desired density, complete As per MORTH Specification 401/SI No 4.1
6Providing, 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 grader in sub-base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification 406/SI No 4.14
7Providing and applying Primer coat with SS2 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg per sqm withmechanincal means. As per MORTH Specification 502/SI No 5.01
8Providing , laying and rolling of open - graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscocity grade bitumen to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hotmix plant of appropriate capacity not less than 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades. MORTH SpecificationNo - 510 SI No 5.07
9Providing and laying of premix sand seal coat (Type-B) with HMP of approved capacity not less 200 tonnes/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per clause 511 SI No 5.09
10Laying of I-shaped precast Interlocking tiles of thickness 80 mm.(Rubber Moulded Coloured) (Compressive strength not less than 30Mpa and weight 4.50 kg ). Including 25 mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete work.Including VAT. SI No. 11 (16.68)UPPWD SOR-2022 page 71
11Drain
12EXCAVATION infoundation inordinary Soil ( Loam, clay or sand ) including lift upto 1.5m and lead upto 30mand including filling wateringand rammingof excavated earth into the trenches or into the space between the building and thesides offoundation trenches or into the plinth and removal& disposal of surplus earthas directed by the Engineer-In-Charge upto a distanceof 30 m.from foundation trenches by hydraulic excavator/manual means. For building/drain work only
13Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work. in Foundation and floors.
14Providing & Laying in positionspecified grade of reinforced cement concrete, with 1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) including the cost of centering, shuttering, finishing and excluding reinforcement . All work upto plinth level
15R C C work in Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. Including the cost of centering shuttering, finishing and excluding reinforcement .1:1.5:3 (1 Cement :1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) upto plinth level
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
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