Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date21 Feb 2019
Closing Date4 Mar 2019
Tender Amount₹ 10,82,57,133
Costs
EMD
₹ 22,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Sakiang To Nargang (stage-ii)
Description
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Contact
Tender Id
2019_CEAR_73788_1Bid Award Id
ViewTender No
AR0703/026Tender 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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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry (i) In 1:5 cement mortar
566.4
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Cement Plaster 15 mm thick 1:4 on stone masonry
4976
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Neat cement punning
4976
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S H : SIGN BOARD & ROAD FURNITURE
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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
14.4
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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
2
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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
42
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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
80
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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.
10
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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
1
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Men at work
1
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Slippery road
1
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Road closed
1
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Stop
2
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Slow
1
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Speed limit
1
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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
6000
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S H : R/Wall-3.00 mtr.
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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.
247.95
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Coursed rubble masonry 1st sort in 1:3 cement mortar
278.28
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Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204
258.227
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BackFilling behind abutment, wing wall and return wall complete as per drawing & techanical specification Clause 1204.3.8(Grannular Meterial)
227.66
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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
203
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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
384.99
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S H : B/Wall -2.00 mtr
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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.
227.65
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203. Coursed rubble masonry 1st sort in 1:3 cement mortar
321.28
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203. Coursed rubble masonry 1st sort in 1:4 cement mortar
182.02
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. a) Granular Material
102.66
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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
292
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S H : CULVERT-1.50 mtr Span
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Foundation
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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
1168.53
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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
246.78
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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
248.86
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
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Earth filling
672.89
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Sub Structure
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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
271.03
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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.
320
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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
69.54
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SUPERSTRUCTURE
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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
72.21
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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)
5.52
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
5.529
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S H : PAVEMENT LAYER UPTO BT
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SUB-HEAD:- SUB GRADE PREPARATION
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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.
32037.48
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Construction of Shoulders as per Technical Specification Clause 407.
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
10091.806
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SUB-HEAD:- PAVEMENT
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SH: 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.
9401.29
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Grading II material
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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
4278.06
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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
4714.448
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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.
60834.3
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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.
57040.8
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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Providing, 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.
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Case - I By Manual Means
57040.8
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Seal Coat
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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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By Manual Means
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Bitumen (S-90)
57040.8
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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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