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Renovation Of Road Work Assembly Constituency Of District Nainital Under State Plan, Near The House Of Harish Chandra Joshi In Village Bachinagar No. 1 Of Kaladhungi, Kiran Singh Bani In Village Puranpur Nainwal And Khimpur Road In Ghuni No. 1 Up To The, haldwani-Uttarakhand

Public Works Department-PWD has published Renovation Of Road Work Assembly Constituency Of District Nainital Under State Plan, Near The House Of Harish Chandra Joshi In Village Bachinagar No. 1 Of Kaladhungi, Kiran Singh Bani In Village Puranpur Nainwal And Khimpur Road In Ghuni No. 1 Up To The. Submission Date for this Tender is 02-09-2023. Road Work Tenders in haldwani Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

39276609
Renovation Of Road Work Assembly Constituency Of District Nainital Under State Plan, Near The House Of Harish Chandra Joshi In Village Bachinagar No. 1 Of Kaladhungi, Kiran Singh Bani In Village Puranpur Nainwal And Khimpur Road In Ghuni No. 1 Up To The
Open Tender
Indian
Uttarakhand
haldwani
02-09-2023

Tender Details

Renovation Of Road Work Assembly Constituency Of District Nainital Under State Plan, Near The House Of Harish Chandra Joshi In Village Bachinagar No. 1 Of Kaladhungi, Kiran Singh Bani In Village Puranpur Nainwal And Khimpur Road In Ghuni No. 1 Up To The House Of Mr. Manoj Joshi In Shri Shiv Sk Township Renovation Work Of Roads Up To Adi Road By Pc

Key Value

Document Fees
INR 2950 /-
EMD
INR 75000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:-Assembly Constituency of District Nainital under State Plan, near the house of Harish Chandra Joshi in Village Bachinagar No. 1 of Kaladhungi, Kiran Singh Bani in Village Puranpur Nainwal and Khimpur Road in Ghuni No. 1 up to the house of Mr. Manoj Joshi in Shri Shiv SK Township Renovation work of roads up to Adi road by PC
Sl. No. Item Description
1Construction of subgrade 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 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Mord3-14)
2Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material (Mord4-1-A-2)
3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. as per Technical Specification .[Grading of no-2] (45-63 mm size)By Mechanical Means (Mord 4-7-2-B)
4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. as per Technical Specification .[Grading of no-3] (22.4-53 mm size). By Mechanical Means (Mord4-7-3-B)
5Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Mord 5-2-2)
620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Mord 5-10)
7Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 By Mechanical Means case II type B Bitumen(VG-30) as per direction of Engineer-in-Charge.(MORD 5-12-B-B-2)
8(Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres)(Morth 11-15)
9Construction of K.C. type drain as per Drawing (Drawing attached) of M-20 grade cement concrete precast kerb stone of size 15x40 cm. with M-20 grade cement concrete precast base slab 50 cm. wide and 10 cm. thick over 7.5 cm. thick cement concrete
10Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Manual Means
11Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
12Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
13Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
14Plastering with cement mortar (1:4), 15 mm thick on brick work substructure as per technicalSpecification Clauses 613.4 & 1204
15Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For R.C.C M-20
16Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision"2014) and IS 1786:2008 clause no. 1.6)
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