Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date27 Apr 2019
Closing Date16 May 2019
Tender Amount₹ 11,06,50,000
Costs
EMD
₹ 22,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JKRRD_77686_1Bid Award Id
ViewTender No
JK14601Tender 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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Providing and laying of plain cement concrete of Grade M-20(1:2:4 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing , form work , all leads, lifts and carriages complete.
76.5975
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6140.04
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Providing and laying of reinforced cement concrete of Grade M-25 in super/sub structure as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5 excluding reinforcement but including curing , cost of form work , all leads, lifts and carriages complete.
32.56
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7344.07
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Supplying and fitting and placing of HYSD bar reinforcement for RCC work in SUPER/SUB structure including bending, binding complete as per drawings & Technical specification Clauses 1002, lOlOand 1202 . Including cost of binding wire and also including, all leads . lifts, handling . re-handling and carriages by mechanical transport complete.
3.08
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75338.72
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Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in foundation/sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all leads, lifts, carriages, handling, and re-handling complete .(with nallah staones)
2450.44
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4441.51
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Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages, handling and re-handling complete. (with nallah staones)
1818.08
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3128.15
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Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 also including all leads, lifts, carriages, handling and re-handling complete.
1215
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1447.14
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Prepration of Sub Grade by way of compacting origional ground, supporting Sub grade, loosening of the ground upto a level of 300 mm below the sub grade level watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per Technical Specification clause 303.5.2 inlcluding clearance of longitudinal drain, surface corrections by way of filling of ruts, clearance of landslides whereever exists removal of vegetation of all sorts including all leads & lifts disposal of the surplus material without damaging public property /Private Properties (Complete Job).
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1st Km
1
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37499.53
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2nd Km
1
-
37499.53
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3rd Km
1
-
37499.53
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4th Km
1
-
37499.53
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5th Km
1
-
37499.53
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6th Km
1
-
37499.53
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7th Km
1
-
37499.53
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8th Km
1
-
37499.53
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9th Km
1
-
37499.53
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10th Km
1
-
37499.53
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11th Km
1
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37499.53
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12th Km
1
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37499.53
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13th Km
1
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37499.53
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14th Km
1
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37499.53
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15th Km
1
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37499.53
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16th Km RD 0-450
0.45
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16874.79
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Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriage, loading and Un-loading complete for Grade I- Material.(300 mm thick).
16627.266
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1503.24
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Providing, laying, spreading & compacting graded stone aggregate Wet Mix Macadam including premixing of material at OMC in mechanical mixer(pug mill),carraige of mix material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub base and compacting with smooth roller of 80-100 KN weight to achieve the desired density including lighting,barricading and maintenence of diversion,etc as per table 400.11 and 400.12 and technical Specifications clause 406.
3800.54
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2251.53
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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 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including leads, lifts, carriage, loading and unloading complete. (Low Porosity)
50674.89
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51.59
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Providing & laying 50 mm thick bituminous macadam wearing coat with hard mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transporter to site upto a lead of 1000 mtr laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction as per Technical Specifications Clause 504 including all leads , lifts, carriage, loading and Un-loading complete. Bitumen S-90(VG10)
2533.745
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8983.04
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Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared dry and clean bituminous surface cleaned with hydraulic broom as per techical specifications clauses 503 including all leads , lifts, carriage, loading and Un-loading complete.
50674.89
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15.15
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates using S-90 (VG10) to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat Type-B as per technical specification clause 508 including lead, lifts, carriages, loading and unloading complete. By Mechanical Means
50674.89
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178.39
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including lead, lifts, carriages, loading and unloading complete.By Mechanical Means : Bitumen S-90(VG10)
50674.89
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65.42
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Construction of Subgrade and earthen Shoulders/Berm with approved material obtained from trench cutting with all lifts and leads,transporting to site, spreading, grading to required slope and compacted to meet requirements of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 including lead, lifts, carriage, loading and unloading complete.
14185.74
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278.76
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Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm 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 color. 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.
4
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14429.58
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Providing and fixing of Maintenance Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm 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 color. 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.
1
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14429.58
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Providing and fixing of Typical PMGSY Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm 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 color. 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.
1
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14429.58
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed on the ground by means of properly designed fondation with M-15 Grade Cement Concrete 450 mm X 450 mm X 600 mm below ground level as per drawings and Technical Specification Clause 801
77
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1485.37
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Providing and fixing of reinforced cement concrete M-15 Grade Kilometer 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. 5 Km Stone (Precast)
4
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3314.2
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Providing and fixing of reinforced cement concrete M-15 Grade Kilometer 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. Ordinary Km Stone (Precast)
13
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1944.32
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Providing and fixing of reinforced cement concrete M-15 Grade Kilometer 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. 200 mtr. Stones (Precast)
62
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460.94
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