Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Jun 2019
Closing Date28 Jun 2019
Tender Amount₹ 4,08,39,000
Costs
EMD
₹ 8,17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CCUK_77802_1Bid Award Id
ViewTender No
UT0313Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per directed of Engineer-in-charge for retaining wall & B/W.
1582.52
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Random Rubble stone masonary in Coolie walls including supply of all material,labour,T&P etc required for prper comletion of work (As per PWD Uttarakhand specification)
1505.54
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Construction of subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with all lifts and lead, transporting to site, spreading grading to requierd slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification 303.1
2957.4
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Patrie filling after consolidation of ballast and black top of the road with wallin and locally available E&B. Required for proper completion of the work
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per
Technical Specification Clause 301.5
3745.05
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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.
654.75
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Constrution of parapit as per standerd drawing Attched including supplky of all material, labour and T&P etc. complet (2.00x0.45x0.60)
576
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Suppling fitting and placing HYSD bar reinforcemend in substructure complete as per drawing and technical specifications clause 1002, 1010, and 1202 .( The reinforcement steel shall producers as per clause no. 2011.3.1 of MORD specication (First Revision 2014) and IS 1786:2008 clause no.1.6)
2.59
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Stone masonary in cement mortar for subtructure complete as per drawing and technical specification clause 702, 704, 1202 and 1204.(in cement mortar
1804.19
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Random Rubble stone masonry laid dry, in breast walls, retaining walls, etc. including supply of all material labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
2390.33
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HP stone filling in back of walls including supply of all material,labour, T&P etc. required for proper completion of work.(Granular material)
799.25
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Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
2
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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.
2
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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.
2
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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.
2
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 408.(using naturally
5529.31
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WBM Grading-3…..Manual Means
Providing, 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 (Type B-11.2 mm) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1800.97
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Low porosity
providing and applying primer coat with bituman emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502.
24012.9
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Tack coat
Providing and applying tack coat with bituman emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg/sqm on the prepared granular surface treated with primer & cleand with Hydraulic broom as per technical specification Clause 508.2
24012.9
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20 mm thick open graded premix carpet using bituman emilsion as per technical sqm specification clause 503.
24012.9
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Seal Coat
Seal coat provinding and laying seal coat sealing the voids in a bituminous surface laid to the s techanical pecification clause 510 by manual means case-1: type A bitumen (S-90)
24012.9
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Providing and laying boulder apron for bed protection with stone boulder of minimum size and weight as per Table 1300.1, no fragment weighing
13.2
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Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1202 & 1203.M-10 Grade.
81.45
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Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1202 & 1203.(R.C.C. grade M 25)
6.6
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Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge.(As per PWD Uttarakhand specifications)
155.25
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Earth work in excavation for structures as per drawing and technical specification.
255.94
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, &1203.(R.C.C. grade M 20)
96.69
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Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer in charge/ as per Clause 1701of MORD Specification for Rural Roads 2014. .
42
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Surveying & preparation of Detailed Project Report (DPR), testing of C.B.R. etc.
7.2
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Maintainance Activities:
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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
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1st year
64
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2nd year
56
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3rd year
37
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4th year
22
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5th year
14
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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
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1st year
710
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2nd year
660
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3rd year
400
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4th year
350
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5th year
307
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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)
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1st year
58
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2nd year
49
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3rd year
20
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4th year
18
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5th year
14.18
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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
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1st year
48
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2nd year
37
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3rd year
24
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4th year
15
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5th year
12
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PBMC
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Routine Maintenance- UnderPBMC:- Maintenance under PBMC for 1] Drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. 2] Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
3] 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. 4] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place dentifications sign board as perdrawings and technical specification Clause 1910.
5] 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.
6] Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903.
7] Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion. [in 3rd & 5th Year]
8] White washing of parapet walls of CD work and tree truncks hite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
9] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914.
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Year 1
7.2
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Year 2
7.2
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Year 3
7.2
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Year 4
7.2
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Year 5
7.2
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