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Re-Carpeting Of Roads In The Campus Of Civil Hospital , Sector-6 , Panchkula . , Panchkula-Haryana

Public Works Department-PWD has published Re-Carpeting Of Roads In The Campus Of Civil Hospital , Sector-6 , Panchkula . . Submission Date for this Tender is 05-05-2020. Road Work Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

24140331
Corrigendum : Re-Carpeting Of Roads In The Campus Of Civil Hospital , Sector-6 , Panchkula .
Open Tender
Indian
Haryana
Panchkula
05-05-2020

Tender Details

Re-Carpeting Of Roads In The Campus Of Civil Hospital , Sector-6 , Panchkula .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Apr-2020 New Revised Schedule Date 05-05-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 97600.0 /-
Tender Value
INR 48.76 Lakhs /-

BOQ Items

Name of Work: Re-Carpeting of Roads in the Campus of Civil Hospital, Sector-6, Panchkula.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6) BI01010001010000000000000515BI0100001113 506.85 Cum (per Cubic meter)
2 2 Dismantling of cement concrete plainn 1:2:4 mi complete in all respect (HSR.8.6 d) BI01010001010000000000000515BI0100001114 39.75 Cum (per Cubic meter)
3 3 Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39) BI01010001010000000000000515BI0100001115 253.43 Cum (per Cubic meter)
4 4 Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level complete. (HSR.10.77) BI01010001010000000000000515BI0100001116 15.9 Cum (per Cubic meter)
5 5 Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level complete. (HSR.10.77)(L/R) BI01010001010000000000000515BI0100001117 23.85 Cum (per Cubic meter)
6 6 Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR.10.159) (Note Reputed make paver block only ISI marked will be used as approved by Engineer-in-Charge) BI01010001010000000000000515BI0100001118 1663.84 Sqm (per square metre)
7 7 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25) (TR) BI01010001010000000000000515BI0100001119 120.45 Sqm (per square metre)
8 8 Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26). (TR) BI01010001010000000000000515BI0100001120 120.45 Sqm (per square metre)
9 9 Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.) BI01010001010000000000000515BI0100001121 14244.5 Sqm (per square meter)
10 10 Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No.507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note:- Before carrying out bituminous work, coating & striping of bitumen aggregate mix is to be performed in accordance with IS-6241. if coating and stripping of bitumen aggregate Mix is less than 95%. Anti striping agent will be used by contractor. The Anti striping agent should conform to the requirement as stipulated in IS-14982:2017. The cost so incurred will be considered s incidental to work and nothing extra shall be payable. The type and brand of anti-striping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work. BI01010001010000000000000515BI0100001122 427.34 Cum (per cubic metre)
11 11 Providing and laying and consolidation (BUSG) of Stone metal, wearing Coat to built up spray grout specification , including making side dowels, carrying the metal from stacks and spreading to templates in the first layer and consolidating the same , with road roller, to proper camber, giving first spray of blinder, and again laying second layer of stone metal, including consolidating with road roller to proper camber, and second spray of binder including spreading the key aggregate and rolling with road roller, excluding the cost of templates , barriers and lighting arrangement and chowkidars and also the cost of tack coat (NS). BI01010001010000000000000515BI0100001123 71.22 Cum (per Cubic meter)
12 12 Note:-\n1:- In case of any difference in the unit & nomenclature of any of the HSR items of Civil, PH & EI work depicted in this DNIT and the given in HSR, the unit and nomenclature given in HSR shall be applicable.\n1. Only reputed make material will be used (Make/ Brand exhibited in HSR and exhibited in approved standard document) by the Engineer-In-Charge, While executing various items/ works at site.\n BI01010001010000000000000515BI0100001365
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