Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date27 Feb 2024
Closing DateCancelled
Tender Amount₹ 18,50,82,000
Costs
EMD
₹ 37,02,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CCUK_132367_4Tender No
913/BRIDCUL-PMGSY/100/2024 Dated 20.02.2024Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014.
6048.13
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Brick masonry work in cement mortar in substructure complete excepting pointing and
plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:5 cement mortar
316.2
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The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading,
deepening of side drains as well as catch water drains as per technical specification Clause
1907.
9290.8
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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
1712.48
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
869.4
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Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.
1643.5
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Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
3099.42
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
1836
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Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.M10 (1:3:6)
826.28
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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)
10.86
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Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4
1028.5
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Plastering with cement mortar (1:4), 15 mm thick on stonework in substructure as per Technical Specifications Clauses 613.4 & 1204 of MORD Specification for Rural Roads 2014.
5551.3
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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 (For height upto 5 m)
33.46
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per Technical Specifications Clause 1915 of MORD Specification for Rural Roads 2014.
2865.6
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Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2 m centre , 1.8 m high , 1.1m below ground / road level,all steel parts and fitments to be galvsnished by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 75 mm,330mm long complete as per clause 810
1250
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Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307
7113.6
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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
41232.08
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity
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 with a lift upto 1.5 m and lead upto 1000 m as per
Technical Specification Clause 302.3 (Patri Filling)
3895.34
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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
2130.87
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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 of MORD Specification for Rural Roads 2014. - Using Gravel mix soil using
6206.04
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means
3027.88
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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, Crushable screening 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. - By Mechanical Means
3036.88
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Prime Coat - Low 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014.
69262.5
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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 treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014.
69262.5
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Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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 as per MORTH specification clause No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)
2077.88
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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 (For height upto 5 m) M25
190.1
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical
specification Clause 1204.3.8
251.16
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast)
17
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - 200 m stone (precast)
67
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast)
3
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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
3
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Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and
required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural Roads 2014. - 600 mm Circular
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Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle
16
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Semi reflective cautionary, mandatory and informatory sign board (iii) 600 mm Circular
45
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Semi reflective cautionary, mandatory and informatory sign board (iv) 800 mmx600 mm Rectangular
24
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Semi reflective cautionary, mandatory and informatory sign board (vii) 900 mm Octagoonal
10
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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 attached standard drawing duly painted and written as per direction of Engineer-in-charge and Technical Specifications of MORD specification for Rural Roads 2014.
16
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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 attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
1
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Providing & fixing of Maintenence 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 per the MORD specification and direction of Engineer-in-charge.
1
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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
1200
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
3531.2
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Road Delineators : Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79
835
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Maintainance Activities:
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Maintenance of Earthen shoulder (filling with fresh selected soil)
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
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Ist Year
800.28
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Iind Year
880.31
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IIIrd Year
968.34
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Ivth Year
1065.17
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Vth Year
1171.69
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Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading,
deepening of side drains as well as catch water drains as per technical specification Clause
1907.
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Ist Year
1670
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Iind Year
1837
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IIIrd Year
2020.7
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Ivth Year
2222.8
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Vth Year
2445
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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
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Ist Year
3
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Iind Year
4
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IIIrd Year
5
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Ivth Year
6
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Vth Year
7
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Maintenance of 200 metre and km stones 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
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Ist Year
16.7
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Iind Year
16.7
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IIIrd Year
16.7
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Ivth Year
16.7
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Vth Year
16.7
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Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory /
cautionary / informatory and place identifications sign board as perdrawings and technical
specification Clause 1910
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Ist Year
16.7
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Iind Year
16.7
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IIIrd Year
16.7
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Ivth Year
16.7
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Vth Year
16.7
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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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Ist Year
800.28
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Iind Year
880.3
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IIIrd Year
968.34
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Ivth Year
1065.17
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Vth Year
1171.69
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Road Delineators / Vertical Guide Posts:
Providing and fixing of Standard Metal Delineator consisting of minimum retro
reflective unit exposed area of 330 sqcm, full cube corner micro prismatic nonmetallic retro reflective sheeting on each side conforming with IRC 67 and meeting
the coefficient of retro reflection values as per ASTM D 4956 Type XI table
specification with pure polyester powder coating with the minimum thickness of
powder coating of not less than 40 micron. The posts shall have ellipsoidal or
circular design with the height of the pole shall be 800 to 900 mm above the ground
with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back
faces of the delineator should be curved with a radius of not more than 200 mm and
with delta angle (or central angle of curve) lying between 20o and 30 o, to increase
the visibility of the delineator for vehicles moving in continuous curves. The
delineator shall have sufficient arrangement to make the reflective sheets vandalproof. Including all test report and warranties as per IRC 67 and IRC 79.
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Ist Year
84
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Iind Year
92
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IIIrd Year
101
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Ivth Year
111
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Vth Year
122
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Routine Maintenance Under 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} 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).
9] 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
16.7
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Iind Year
16.7
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IIIrd Year
16.7
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Ivth Year
16.7
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Vth Year
16.7
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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 treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Renewal coat after 5 year maintenance
30475
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Pre-coating Chips
Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer
duly heated to 160 degree C as per Technical Specification Clause 507.2.5
3701.12
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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
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Bitumen (VG-10)
30475
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