Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 4,12,63,572
Costs
EMD
₹ 8,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Pwd Sagalee Sakiang 14km Point To Apop Sango (stage-ii)
Description
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Contact
Tender Id
2019_CEAR_73740_1Bid Award Id
ViewTender No
AR0704001Tender 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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Compacting original ground supporting subgrade
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Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
12591.9
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SUB-HEAD:- WBM
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GSB
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Construction of granular sub-base by providing well graded 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 Technical Specification Clause 401.
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Grading II material
3467.45
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WBM Grading 2
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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/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.
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By Manual Means
1971.96
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WBM Grading 3
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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.
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By Manual Means
1971.96
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SH: Prime Coat
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Medium Porosity
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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.
26292.75
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SH:Tack Coat
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
26292.75
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SH: Premix Carpeting
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Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using CRRI-BitChem Cold Mix Binder (Tailor made) to requires 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, fininshed to required level and grades to be followed by seal coat. (Application: CRRI-BitChem Cold OGPC as per Designmix & Implementation by Manufacturer's discretion ony).MoRD : 508.2; IRC: SP: 100 – 2014, chapter 6.5 Using CRRI-BitChem Cold Mix Binder
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SH:Seal coat
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Providing , laying & rolling of seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using CRRI-BitChem Cold Mix Binder and stone chips passing 6.3 mm IS sieve. Seal Coat (A) (Application: CRRI-BitChem Seal Coat (A), Liquid Seal Coat as per Designmix & Implementation by Manufacturer's discretion only) MoRD : 510 ; IRC : SP : 100 – 2014, Using CRRI-BitChem Cold Mix Binder.
26292.75
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Kutcha Drain
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Unlined Trapezoidal Shaped Side Drain
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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.
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in soil byManual Means
2385.6
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Surface Drains in Ordinary Rock by manual means
1590.4
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Trapezoidal Shaped Side Drain ( As per IRC SP-48-1998 Hill Road Manual )
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50.m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
730.8
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Providing and laying cement concrete 1 : 3 : 6 in open foundations complete as per drawings and techanical specifications Cluse 802,1202&1203 (PCC grade M 10)
146.16
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Stone masonry ( First sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM 1st Sort)
229.96
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Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
2020.26
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Neat cement punning
2020.26
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Protection Work
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50.m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
55.36
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Stone masonry inn cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203
80.44
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Stone masonry inn cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203
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Coursed rubble masonry 2nd sort in 1:4 cement mortar
22.8
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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Granular material
69.2
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
22.32
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
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Slab Culvert 1.50 mtr. span, 3.13 mtr high (As per IRC SP-20-2002)
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50.m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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Ordinary soil
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Upto 3 m depth
356.82
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Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
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P.C.C grade M 10
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(i) Nominal mix 1:3:6
70.17
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203
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Coursed rubble masonry (1st sort)
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(i) In 1:3 cement mortar
100.6
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
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Earth filling
186.05
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Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204
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Coursed Rubble masonry (2nd sort)
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(i) In 1:4 cement mortar
71.6
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Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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Granular material
20.86
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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
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R.C.C grade M 20
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For nominal mix 1:2:4
21.68
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
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Nominal mix (1:2.5:5)
1.66
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
1.66
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Road Sign Board
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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
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a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
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b) 5th Km. Stone (size 107.50x58x25cm)
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c) 200m Stone (Precast)
35
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Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
3.6
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5.4
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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 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
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
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Providing and fixing of typical PMGSY Citizen information sign board with Logo as per MORD specifications and drawing. Two MS Plates/Boards of 1.6 mm thick, duly welded with MS flat iron Cleat 50mm x 50mm size on back on edges. Top and Bottom plate will welded to 2 nos 75mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600x600x750cm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamal 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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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Road ahead closed
2
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Men at work
2
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Slippery road
2
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Road closed
2
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Stop
2
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Slow
1
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Speed limit
2
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
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English and Roman
1200
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fouth Year
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Fifth Year
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