}

Road And Drain Work In Devnarayan Nagar Extension Housing Scheme Road And Drain Work In Devnarayan Nagar Extension Housing Scheme, Kota-Rajasthan

Urban Improvement Trust-UIT has published Road And Drain Work In Devnarayan Nagar Extension Housing Scheme Road And Drain Work In Devnarayan Nagar Extension Housing Scheme. Submission Date for this Tender is 28-06-2021. Road Work Tenders in Kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28130319
Corrigendum : Road And Drain Work In Devnarayan Nagar Extension Housing Scheme Road And Drain Work In Devnarayan Nagar Extension Housing Scheme
Open Tender
Indian
Rajasthan
Kota
28-06-2021

Tender Details

Road And Drain Work In Devnarayan Nagar Extension Housing Scheme Road And Drain Work In Devnarayan Nagar Extension Housing Scheme

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-Jun-2021 Mode of Payment Fee 28-06-2021

Key Value

Document Fees
INR 7500 /-
EMD
Refer document
Tender Value
Refer document

BOQ Items

Name of Work: Road and Drain work in Devnarayan Nagar Extension Housing Scheme
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. 435772 Cum
2 2 Construction of sub-grade and earthen shoulders with approved Material obtained from\nborrow-pits with all lifts and leads, transporting to site, spreading, grading to require\nslope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-\n2 as per MoRTH specification : Clause No. 305. 371564 Cum
3 3 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 44543.6 Cum
4 4 Providing, laying, spreading and compacting crushd graded stone aggregate as per table\n400-10 & 400.11 to wet mix macadam specification including premixing the material\nwith water to OMC in mechanical mixer (Pug Mill), as per design mix, carriage of mixed\nmaterial by tipper to site, laying in uniform layers with motor grade/F.E. loader paver\nFinisher in sub-base/base course on a well prepared under sub-base course on a well\nprepared under base and compacting with vibratory roller to achieve the desired\ndensity including lighting, guarding, barricading and maintenance of diversion, etc.\n(Morth specification : Clause 406). with all lead & lift. 50111.6 Cum
5 5 Providing and applying primer coat over prepared surface of granular base with\nbitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a\nself propelled or towed bitumen pressure sprayer equipped for spraying the Material\nuniformly at specified rates and temperatures (including cleaning of road surface) as\nper MoRTH specification : Cl. 502, 112 203188 Sqm
6 6 Providing & aaplying tack coat on the prepared surface with bitumen VG10 as per IS\n8887 & manufacture's specifications @0.20kg/sqm with a self propelled or towed\nbitumen pressure sprayer equipped for spraying Material uniformaly at specified rates\nand temperatures (including cleaning of road surfaces) as per Mortth specification CI.\n502. 112 203188 Sqm
7 7 Providing and laying Bituminous Macadam on prepared surface with specified graded\ncrushed aggregates as per Table 500-7, Grading-2, for base/binding course including\nloading of aggregates with F.E. loader and heating & mixing of stone aggregate and\nbitumen (including cost of anti-stripping compound, wherever required) in hot mix\nplant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per\nclause 504.3.5), and laying mixed Material with paver finisher to the required level and\ngrade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to\nachieve the desired density (approved by the department) excluding cost of\nprimer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift
8 7.1 50/75mm compacted thickness with 3.3% bitumen VG30 grade 8278.38 Cum
9 8 Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single\ncourse composed of specified close graded crushed stone aggregates (as per table 500-\n19) premixed with bituminous binder (including cost of anti-stripping compound,\nwherever required). In a Hot Mix Plant 40-60 TPH with F.E. loader, laying with paver\nfinisher, transporting the mixed Material by tipper and rolling with power roller 8-10\ntonne, to achieve desired density approved by the department, but excluding cost of\ntack coat with all lead & lift (MoRTH specification : clause 508).
10 8.1 Type “A” (22 kg binder per 10 sqm) bitumen VG30 grade. 165568 Sqm
11 9 Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads \nGrading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix using VG 30 ( thickness 50 - 75 mm ) 4138.2 Cum
12 10 Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all lead. Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm \nGrading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm 1504.8 Cum
13 11 Road marking with hot Applied Thermoplastic Compound with reflecorising Glass\nbeads on Bituminous surface. Providing and Laying of Hot Applied Thermoplastic\ncompound 2.50 mm thick including Reflectorising glass beads @ 250 gms per sqm area,\nthickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The\nfinished surface to be level, uniform and free from streaks and holes. 11865.9 Sqm
14 12 Providing and laying mechanianically mixed and vibrated cement concrete in foundation upto a depth of 1.5 mtr, below ground level and 1.5mtr above ground/bed level. [MoRTH specification: Clause 1000/1700].
15 12.1 Cement Concrete 1 : 3 : 6 mix with crushed stone aggregate 20 mm nominal size. 4780.47 Cum
16 13 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].
17 13.1 R.C.C. M-25 grade 10575.9 Cum
18 13.2 P.C.C. M-15 grade 4049.84 Cum
19 14 Providing and fabricating Steel reinforcement for RCC works including cutting, bending,\nplacing in position and binding complete including cost of binding wire. (MoRTH specification\n: Clause 1000/1600).
20 14.1 HYSD bars 1133.3 Tonne
21 15 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
22 15.1 Cement Mortar 1:6 ( 1-Cement : 6-Sand). 2632.5 Cum
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail