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Ut-01-02 , Construction Of Kapalkot To Batgal Bhat M/R , Stage-Ii . Construction And Maintenance ( 5 Years ) Of Kapalkot ( Kathpuria ) To Batgal Bhat Motor Road ( Stage Ii ) , Length -5 . 375 Km, ALMORA-Uttarakhand

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Ut-01-02 , Construction Of Kapalkot To Batgal Bhat M/R , Stage-Ii . Construction And Maintenance ( 5 Years ) Of Kapalkot ( Kathpuria ) To Batgal Bhat Motor Road ( Stage Ii ) , Length -5 . 375 Km. Submission Date for this Tender is 11-12-2020. Road Work Tenders in ALMORA Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

26119761
Ut-01-02 , Construction Of Kapalkot To Batgal Bhat M/R , Stage-Ii . Construction And Maintenance ( 5 Years ) Of Kapalkot ( Kathpuria ) To Batgal Bhat Motor Road ( Stage Ii ) , Length -5 . 375 Km
Open Tender
Indian
Uttarakhand
ALMORA
11-12-2020

Tender Details

Ut-01-02 , Construction Of Kapalkot To Batgal Bhat M/R , Stage-Ii . Construction And Maintenance ( 5 Years ) Of Kapalkot ( Kathpuria ) To Batgal Bhat Motor Road ( Stage Ii ) , Length -5 . 375 Km

Key Value

Document Fees
INR 4000 /-
EMD
INR 549000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction & Maintenance (5 years) of Kapalkot (Kathpuria) to Batgal Bhatt Motor Road (Stage II), Length -5.375 Km
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of Hill side K.C type Pucca drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge. item 1
2 2 Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305 item 2 65.17 Cum
3 3 Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. item 3 44.42 Cum
4 4 15 mm thick Plastering with 1:4 cement mortar 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 4 219.45 Sqm
5 5 Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305 item 5
6 6 R/W & B/W item 6 409.38 Cum
7 7 X-Drainage/Drainage structure item 7 427.65 Cum
8 8 Petty works like perapet etc. item 8 199.5 Cum
9 9 Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials,labour,t&p&royaltyetc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. item 9
10 10 R/W&B/W item 10 382.46 Cum
11 11 X-Drainage/Drainage structure item 11 96.4 Cum
12 12 Petty works like perapet etc. item 12 546 Cum
13 13 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 13
14 14 X-Drainage/Drainage structure item 14 73.24 Cum
15 15 Petty works like perapet etc. item 15 199.5 Cum
16 16 Providing and laying of concrete for plain concrete for open foundation 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 25 In Cause Way item 16
17 17 X-Drainage/Drainage structure item 17 31.05 Cum
18 18 Construction of R. R . stone masonary laid dry including supply of all materials, labour,t&p&royaltyetc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. item 18
19 19 R/W&B/W item 19 345.66 Cum
20 20 X-Drainage/Drainage structure item 20 87.5 Cum
21 21 Providing and laying of Hume Pipe 1000 mm dia in single row including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge. item 21 37.5 Rmt
22 22 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% extra for laps and joints laid with stone boulders as per drawing and technical specification of MORD and as directed by Engineer-in-charge item 22 590.63 Cum
23 23 15 mm thick Plastering with 1:4 cement mortar 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 23
24 24 Petty works like perapet etc. item 24 1753.5 Sqm
25 25 Pointing with cement mortar 1:3 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.613.3 item 25 1208 Sqm
26 26 Providing and laying of concrete for plain concrete for substructure 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 26 21 cum
27 27 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915\n item 27
28 28 Petty works like perapet etc. item 28 4032 Sqm
29 29 Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work , as directed by Engineer-in-charge and PWD specifications 8.90 item 29 820 Cum
30 30 Providing and laying HP stone filling in back of structures as filter media including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7) item 30
31 31 R/W & B/W item 31 136.2 Cum
32 32 X-Drainage/Drainage structure item 32 158.95 Cum
33 33 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 no. 1000 item 33
34 34 HYSD Bar item 34 12.19 Qtl
35 35 Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. item 35 530 No
36 36 Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation) item 36 26002.3 Sqm
37 37 Excavation in Cutting in Soil by manual means with lead upto 50 m.\nExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation) item 37 1073.93 Cum
38 38 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 38 2836.62 Cum
39 39 Granular sub-base course with Well Graded materials by mix in place method . Construction of granular sub-base by providing Well Graded local 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 Table 400.1 , Technical Specification Clause 401. For Grading I Material item 39 2678 Cum
40 40 WBM Grading 2- Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means item 40 1217 Cum
41 41 WBM Grading -3 Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means item 41 1217 Cum
42 42 Providing and applying prime coat with bitumen emulsion (SS-1) 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 of MORD Specification for Rural Roads 2014 item 42 16232 Sqm
43 43 Providing 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 granular surfaces trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014 item 43 16232 Sqm
44 44 Providing laying and rolling of cold mixed open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-100 KN static roller capasity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2. item 44 16232 Sqm
45 45 Sealing the voids in a coldmix open graded carpeting surface and laid to the specified levels grade and cross fall using type B seal coat as per Technical Specification of MORD Clause 508 with suprime emulsion including all labour,material and T & P etc complete.as per the direction of engineer-in- charge . item 45 16232 Sqm
46 46 Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 . item 46 1 No
47 47 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 attached standard drawing dully painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 . item 47 1 No
48 48 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 item 48 1 No.
49 49 Emergency Maintenance Activities: item 49
50 50 Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 item 50
51 51 Ist Year item 51 322.5 Cum
52 52 Iind Year item 52 290.25 Cum
53 53 IIIrd Year item 53 261.23 Cum
54 54 Ivth Year item 54 235.1 Cum
55 55 Vth Year item 55 211.59 Cum
56 56 Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work item 56
57 57 Ist Year item 57 10.75 hours
58 58 Iind Year item 58 9.68 hours
59 59 IIIrd Year item 59 8.71 hours
60 60 Ivth Year item 60 7.84 hours
61 61 Vth Year item 61 7.05 hours
62 62 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 62
63 63 Ist Year item 63 10.75 Cum
64 64 Iind Year item 64 9.68 Cum
65 65 IIIrd Year item 65 8.71 Cum
66 66 Ivth Year item 66 7.84 Cum
67 67 Vth Year item 67 7.05 Cum
68 68 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 68
69 69 Ist Year item 69 16.13 Cum
70 70 Iind Year item 70 14.51 Cum
71 71 IIIrd Year item 71 13.06 Cum
72 72 Ivth Year item 72 11.76 Cum
73 73 Vth Year item 73 10.58 Cum
74 74 PBMC Activities item 74
75 75 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 75
76 76 Ist Year item 108 5.375 km
77 77 Iind Year item 109 5.375 km
78 78 IIIrd Year item 110 5.375 km
79 79 Ivth Year item 111 5.375 km
80 80 Vth Year item 112 5.375 km
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