}

Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii , Package - Ut08-94 Phase Xix/Wb, Srinagar Garhwal-Uttarakhand

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii , Package - Ut08-94 Phase Xix/Wb. Submission Date for this Tender is 28-05-2020. Road Work Tenders in Srinagar Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

24022755
Corrigendum : Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii , Package - Ut08-94 Phase Xix/Wb
Open Tender
Indian
Uttarakhand
Srinagar Garhwal
28-05-2020

Tender Details

Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii Construction And Maintenance Of Danda Nagraja To Lasera Motor Road Stage Ii , Package - Ut08-94 Phase Xix / Wb

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 23-Mar-2020 corrigendum no 10/2020-21 letter no-3354 dated 21-03-2020 for date extension Date 04-04-2020
2 03-Apr-2020 corrigendum no 11/2020-21 letter no-3386 dated 02-04-2020 for date extension Date 17-04-2020
3 16-Apr-2020 Corrigendum No.12/2020-21 by letter no.05 dated 15-04-2020 for date extension Date 07-05-2020
4 05-May-2020 corrigendum no 14/2020-21 letter no-37 dated 04-05-2020 for date extension Date 21-05-2020
5 19-May-2020 corrigendum no 15/2020-21 letter no-113 dated 18-05-2020 for date extension Date 28-05-2020

Key Value

Document Fees
INR 3000 /-
EMD
INR 371000.0 /-
Tender Value
INR 1.85 Crore /-

BOQ Items

Name of Work: Contructions and Maintinances of Danda Nagraja to Lasera Motor Road under PMGSY (STAGE-II). .
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in Cutting in all type of Soil and rock by manual means with lead up to 50 M for carrying of cut earth to embankment ( Half cut and half fill ) as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014. (For Superelevation)\n item 1 594.05 Cum
2 1.01 Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (Filling/Patri Filling) item 2 1916.91 Cum
3 1.02 Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 item 3 810.9 Cum
4 1.03 Providing edge stones on valley side of formation as per drawing and Technical metre Specification Clause 1608.2.6 item 4 1020 Nos
5 1.04 Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. item 5 145.23 Cum
6 1.05 Construction of R.R. stone masonary laid dry , supply of all materials, labour,T&P & Royalty etc.required for proper completion of work as directed by Engineer-in-charge MORD Specification for Rural Roads 2014. item 6 63 Cum
7 1.06 Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials,labour, T&P,Royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. item 7 219.22 Cum
8 1.07 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. item 8 213.75 Cum
9 1.08 By Mix in Place Method\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place\nmethod with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. item 9 2010.05 Cum
10 1.09 WBM Grading 2\nProviding, 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 grading 2 as per Technical Specification Clause 405. item 10 1122.95 Cum
11 1.1 WBM Grading-3….\nProviding, laying, spreading and compacting stone aggregates of specific sizes(53mm to 22.4 mm) to water bound macadam 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 screenings to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014\n item 11 1122.95 cum
12 1.11 Providing and applying primer coat low porosity with bitumen emulsion (SS-1) complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 item 12 14972.6 Sqm
13 1.12 Providing and applying tack coat with Bitumen emulsion (Repid setting RS-1 grade complying with IS :8887)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared grenular surface treated with primer and cleaned with hydraulic broom as per technical Specification clause 503. item 13 14972.6 Sqm
14 1.13 Providing laying and rolling of cold mixed open graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates using cationic bitumen emulsion (medium setting MS grade complying with IS : 8887) to required line , grade and level serve as wearing course on a previously prepared base including mixing in a suitable plant , laying and rolling with a 3 wheel 80-100 KN static roller capacity , finished to required level and grades to be followed by seal coat of type B as per MORD specificayion clause 506.2 item 14 14972.6 Sqm
15 1.14 Providing and laying seal coat Bituminious Emulsion (SS-2)as for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type -B as per Technical Specification Clause 508. item 15 14972.6 Sqm
16 1.15 15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4. (For Parapet) item 16 424.29 Sqm
17 1.16 White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MoRD specifications for Rural Roads 2014.\n(Parapet). item 17 326.4 Sqm
18 1.17 Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 10. item 18 40.62 Cum
19 1.18 Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 20. item 19 1.91 Cum
20 1.19 Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.R.C.C.grade M 25 for cross drainage structures such as Culverts , Bridges etc.(Causeway) item 20 16.44 Cum
21 1.2 Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD Specification for Rural Roads 2014 item 21 6.45 Qtl
22 1.21 Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. item 22 1 Nos
23 1.22 Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification for Rural Roads 2014. item 23 1 Nos
24 1.23 Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. item 24 1 Nos
25 1.24 Maintainance Activities: item 25
26 1.25 Emergency Maintenance item 26
27 1.26 Slip clearance of earth and boulders and other small loose materials after hill side cutting in rainy season including disposal of material as directed by Engineer-in-charge and as per Clause 1611 MORD specifications for Rural Roads 2014 . item 27
28 1.27 Ist Year item 28 202 Cum
29 1.28 Iind Year item 29 183.6 Cum
30 1.29 IIIrd Year item 30 165.24 Cum
31 1.3 Ivth Year item 31 148.72 Cum
32 1.31 Vth Year item 32 133.86 Cum
33 1.32 Deploying Hydraulic Excavators of 0.90 cum Bucket for clearance of major slip in all type of Soil, Rock and Boulders including its Operator, Fuel, all other charge and taxes required for proper completion of work. item 33
34 1.33 Ist Year item 34 7 Hrs
35 1.34 Iind Year item 35 6 Hrs
36 1.35 IIIrd Year item 36 6 Hrs
37 1.36 Ivth Year item 37 5 Hrs
38 1.37 Vth Year item 38 4 Hrs
39 1.38 Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 (For Opening Communication Only) item 39
40 1.39 Ist Year item 40 10.2 Cum
41 1.4 Iind Year item 41 9.18 Cum
42 1.41 IIIrd Year item 42 8.26 Cum
43 1.42 Ivth Year item 43 7.45 Cum
44 1.43 Vth Year item 44 6.7 Cum
45 1.44 Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301 item 45
46 1.45 Ist Year item 46 6.8 Cum
47 1.46 Iind Year item 47 6.12 Cum
48 1.47 IIIrd Year item 48 5.51 Cum
49 1.48 Ivth Year item 49 4.96 Cum
50 1.49 Vth Year item 50 4.45 Cum
51 1.5 Routine Maintenance- Under PBMC item 51
52 1.51 Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.\n5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. \n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\n7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.\n8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. item 52
53 1.52 Ist Year item 53 3.4 Km
54 1.53 Iind Year item 54 3.4 Km
55 1.54 IIIrd Year item 55 3.4 Km
56 1.55 Ivth Year item 56 3.4 Km
57 1.56 Vth Year item 57 3.4 Km
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