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Restoration Of Damage Due To Laying And Jointing Of Storm Drainage Pipe At Sirsa Town Under Amrut Programme In Sirsa Distt. ( Dhs Road Km.252.230 To 252.730 ( Lhs ) And Km.254.730 To 255.680 ( Rhs ) ., sirsa-Haryana

Public Works Department-PWD has published Restoration Of Damage Due To Laying And Jointing Of Storm Drainage Pipe At Sirsa Town Under Amrut Programme In Sirsa Distt. ( Dhs Road Km.252.230 To 252.730 ( Lhs ) And Km.254.730 To 255.680 ( Rhs ) .. Submission Date for this Tender is 24-06-2022. Drainage Tenders in sirsa Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

32318153
Corrigendum : Restoration Of Damage Due To Laying And Jointing Of Storm Drainage Pipe At Sirsa Town Under Amrut Programme In Sirsa Distt. ( Dhs Road Km.252.230 To 252.730 ( Lhs ) And Km.254.730 To 255.680 ( Rhs ) .
Open Tender
Indian
Haryana
sirsa
24-06-2022

Tender Details

Restoration Of Damage Due To Laying And Jointing Of Storm Drainage Pipe At Sirsa Town Under Amrut Programme In Sirsa Distt. ( Dhs Road Km.252.230 To 252.730 ( Lhs ) And Km.254.730 To 255.680 ( Rhs ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Jun-2022 BOQ Qty. Corrected Financial Bid 15-06-2022
2 06-Jun-2022 BOQ Qty. Corrected Date 15-06-2022
3 15-Jun-2022 Due to administrataive ground Date 24-06-2022

Key Value

Document Fees
INR 15000 /-
EMD
INR 322000.0 /-
Tender Value
INR 1.60 Crore /-

BOQ Items

Name of Work: Restoration of damage due to laying & Jointing of Storm Drainage pipe at Sirsa town under AMRUT Programme in Sirsa Distt. (DHS road Km.252.230 to 252.730 (LHS) & Km.254.730 to 255.680 (RHS).
Sl. No. Item Description
1Excavation for roadwork in soil by mechanical means including cutting and loading in tippers , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lead and lifts as per technical clause 301 of MORT&H specifications (HSR 17.10.1)
2Construction of Embankment (Replace of sub grade upto 500mm with E/W CBR 8%) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (Based on HSR 17.6) Note: In case the quantity of earth work calculated with NSL and finished level found to be less than 2633.60 cum. Then actual quantity (less than 2633.60 cum) will be paid. In case quantity worked out is more than 2633.60 cum, then only 2633.60 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Note:-Noearth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.
3Providing & laying 200 mm Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading I material (Basedon HSR 17.15.1)Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.
4Providing, laying WBM(G-I) (63mm to 45mm with screening Type ’A’ 75mm each layer), spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (Based on HSR 17.23.2) Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.
5Providing, laying WBM (G-II) (53 mm to 22.4 mm with screening Type “B” 75 mm each layer) , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices ofcoarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (Based on HSR 17.23.2) Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.
6Providing & laying 100 mm Wet Mix Macadam 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 as per technical clause 406 of MORT&H specifications (Based on HSR 17.24) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.
7Providing and applying primer coat with bitumen emulsion(Grade-I) @ 0.60 kg per sqm on prepared surface of granular Base including clearing of road surfaceand spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications (Based on HSR 17.25)
8Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (Based on HSR 17.26.2)
9Providing and laying 100 mm 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 VG 30 @ 4.0% by 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 complete, as per technical clause No. 505 of MORT&H specifications (Based on HSR 17.30.1) Note: If bitumen required is this account more than 4.00% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.
10Providing and laying 30 mm 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 VG - 30 @ 5.4%per 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 complete as per technical clause 507 of per MORTH specifications.(HSR 17.31.4) Note: If bitumen required is this account 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.
11Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (HSR 34.26) Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved thbe same from Engineer-In-Charge before use.
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