Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date22 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 240
Costs
EMD
₹ 5,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_78304_1Bid Award Id
ViewTender No
UT1399Tender 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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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
4317.1
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Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.
970.14
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PROTECTION WORK
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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 (R/W, B/W, Parapet, Hume Pipe, ,pucca drain, Catchpit
etc.)
421.33
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Construction of R. R. stone masonary laid dry 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 Clause 700 &1604. (R/W, B/W, Catchpit etc.)
732
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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. (R/W, B/W, Parapet, Hume Pipe, pucca drain,Catchpit etc.)
108.4
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HP stone filling in back of structures 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. (R/W, Parapet, Culvert, Hume Pipe, Catchpit etc.)
331.34
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Providing Edge stone on valley side of formation as per drawing including supply of all materials ,labour,T&P etc. required for proper completion of the work as per MORD Specificaion and as directed Engineer-in-charg.
1990
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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 as directed by Engineer-in-charge and MORD Specification clause 1301.
168.75
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as
per technical specifications Clause 1915
852.48
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PUCCA DRAIN
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Excavation
63.7
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PCC1:2:4
18.2
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RR1:5
44.2
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Plaster 1:4
215.8
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HILL SIDE KACHA DRAIN
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Construction of Kutcha Hill Side (trapozodial) Drain in accordance with the requirement as directed by Engineer-in- charge and MoRD Specification Clause 1606.1
1831
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PROTECTION WORK FOR PARAPET
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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 (R/W, B/W, Parapet, Hume Pipe, ,pucca drain, Catchpit
etc.)
21.48
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
21.48
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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. (R/W, B/W, Parapet, Hume Pipe, pucca drain,Catchpit etc.)
114.89
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
5
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Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 Cement plaster 15 mm thick 1:4 on stone masonry
625.49
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CROSS DRAINAGE WORKS
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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 (R/W, B/W, Parapet, Hume Pipe, ,pucca drain, Catchpit
etc.)
437.51
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 25
16.17
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
16.5
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
33.71
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Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
119.77
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Random Rubble Masonary laid dry in breast wall,retaining wall, arapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
174.58
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
27.72
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
R.C.C grade M 25
6.9
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
2.71
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Sub Base and Base course
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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 rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
Using naturally occuring gravel
2093.83
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the Grading 2 as per Technical Specification Clause 405.
1207.22
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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.
1158.13
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Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
15441.75
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Providing and applying Tack coat with bitumenous emulsion ( RS-I) using emulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface treated with primer & cleaned with hydraulic broom as per MORD Specification.
15441.75
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or 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 a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means 20 mm thick OGPC using Bitumen VG-10 (COLD MIX)
15441.75
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means
Case - I : Type A Bitumen (VG-10)
15441.75
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ROAD FURNITURE
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Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
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Providing & fixing of Maintenance Board with PMGSY Logo at starting or prominent location as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
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ENVIRONMENT PROTECTION WORK
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Detail of Providing & Fixing Empty Maxphalt Drum Bio Engineering
69
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Preparation of seed bed on previously laid top soil, furnishiing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 per sqm and laying and fixing jute netting, including watering for 3 months all as per specification 8.11,1600 & 300
1072.5
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Maintainance Activities: Emergency Maintainance
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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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Ist Year
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IInd Year
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IIIrd year
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Ivrth year
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Vth year
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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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Ist Year
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Iind Year
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IIIrd year
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Ivrth year
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Vth year
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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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Ist Year
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Iind Year
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IIIrd year
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Ivrth year
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Vth year
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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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Ist Year
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Iind Year
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IIIrd year
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Ivrth year
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Vth year
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Maintainance Activities:PBMC
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Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] 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.
3]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 .
4] 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.
5] 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. 6] 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.
7] 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.
8] 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.
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Ist Year
4.425
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Iind Year
4.425
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IIIrd year
4.425
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Ivrth year
4.425
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Vth year
4.425
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