Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date7 Jun 2019
Closing Date28 Jun 2019
Tender Amount₹ 1,24,92,000
Costs
EMD
₹ 2,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JKRRD_77819_1Bid Award Id
ViewTender No
JK072573Tender 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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2) Girth above 600 mm to 900 mm
32
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238.93
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3) Girth above 900 mm to 1800 mm
11
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435.06
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Earthwork in hill road:- Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes & disposing of excavated earth with a lift up to 1.5 m and a lead of 20m as per technical specification clause 1603.1
5478.64
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98.56
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Earthwork in hill road:- Excavation in hilly areas in ordinary rock by mechanical means not requiring blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift up to 1.5m and lead up to 20m as per clause 1603.2.
2738.78
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162.28
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Excavation in hilly areas in hard rock requiring blasting: - Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5m and disposal of excavated rock up to a lead of 20m as per clause 1603.2
2738.78
-
262.83
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Excavation for structures. Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3 m depth.
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-
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a) Ordinary soil. 50%
375
-
137.39
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b)Ordinary rock (not requiring blasting).25%
188
-
146.35
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c) Hard rock (requiring blasting) 25%
188
-
292.69
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Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 and 1203. PCC grade M-10
99
-
4074.81
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Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 and 1203. PCC grade M-15
18
-
4130.56
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
PCC grade M-20
9
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4849.35
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
PCC grade M-15
309
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4217.17
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4,&1205.5
RCC M-25
7
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5819.02
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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301.
60
-
1565.01
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Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 (Granular material)
120
-
966.68
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (ii) Earth filling (for Marshy soil)
29
-
74.67
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Providing and laying rein forced cement concrete pipe NP3 as per design in single row: - Providing and laying rein forced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (1000 mm dia)
52.5
-
4620.37
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Polygon random rubble masonry uncoursed/ brought to course, in 1cement : 6 fine sand mortar with nallah stones in sub- Structure , including leveling up at specified level with M-5 nominal mix (Maximum size of stone aggregates 20mm nominal) concrete including cost of through/ bond stones.
241
-
3105.14
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Polygonal/random rubble masonry un coursed /brought to course laid dry with nallah stone in foundation and plinth including cost of through / bond stones.
187
-
1294.22
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Supplying , fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications clauses 1002,1010 and 1202
0.72
-
53760
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulate lense type reflective sheeting vide clauses 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angel iron post 75mm 75mm 6mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450mm 600mm, 600mm below ground level as per drawings and technical specification clause 801.
6
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893.01
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lense type reflective sheeting vide clause 1701.2.3, fixed over aluminum sheeting, 2mm thick with area not exceeding 0.9m2 supported on a mild steel single iron post 75* 75* 6mm* firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm*450mm* 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701
2
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1826.84
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD specifications and drawing . Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mm* 5mm* size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm* 25mm* 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm* 75mm* of 12SWG sheet tubes posted duly embedded in cement concrete M-15 grade block of 450mm* 450mm* 600mm, 600mm, below ground level. The topmost diamond plate will be welded to middle plate by 47mm, 47mm, of 12 SWG steel plate tube. All M.S be stoved enameled on both sides. Lettering and printing arrows, border etc. Will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All sections of framed post 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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8688.21
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD Specifications and drawing. Two MS plates of 1.6mm thick duly welded with MS angle iron frame of 25mm*25mm*5mm.The angle iron frame of both the plates will be welded with steel plate of 5mm thick with 2 No. 75mm* 75mm cement concrete M-15 grade blocks of 600mm*600mm* 750mm, 750mm below ground level . Lettering and printing arrows, border etc will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701.
1
-
4977.78
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD Specifications and drawing. Two MS plates of 1.6mm thick duly welded with MS angle iron frame of 25mm*25mm*5mm.The angle iron frame of both the plates will be welded with steel plate of 5mm thick with 2 No. 75mm* 75mm cement concrete M-15 grade blocks of 600mm*600mm* 750mm, 750mm below ground level . Lettering and printing arrows, border etc will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701.
1
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9955.56
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ii) Construction and Maintenance of Road from Nangalla to Trapper, Package No:-JK07-73, Phase-IX, Stage-II, Block Lohai Malhar, District Kathua
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-
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Excavation for structures.
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3 m depth. All Kind of Soil
460.3
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199.36
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Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 and 1203. PCC grade M-10 including carriage of material.
59.42
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3669.61
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
PCC grade M-15 including carriage of material.
114.68
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3807.67
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
PCC grade M-20 including carriage of material.
14.02
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4590.09
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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301.
8.64
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1391.48
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Polygon random rubble masonry uncoursed/ brought to course, in 1cement : 5 fine sand mortar with nallah stones in sub- Structure , including leveling up at specified level with M-5 nominal mix (Maximum size of stone aggregates 20mm nominal) concrete including cost of through/ bond stones Including carriage of material.
279.14
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2732.4
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Polygonal/random rubble masonry un coursed /brought to course laid dry with nallah stone in foundation and plinth including cost of through / bond stones Excluding carriage of material, excluding cost of stone.
195.47
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1199.94
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Back filling with stone behind abutment / wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Excluding all leads , lifts and carriages complete.
100.72
-
793.29
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Earth Filling in foundation trenches as per drawing and technical specification clause 305.3.9 including carriage of material (i) Earth filing for Marshy Soil incld.all leads and lifts.
4.21
-
75.04
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Providing and laying rein forced cement concrete pipe NP3 as per design in single row: - Providing and laying rein forced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (1000 mm dia)
7.5
-
4620.8
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Prepration of Sub-Grade by way of compacting original ground supporting sub-grade,loosening of the gorung upto 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 subgrade construction as per technical spcification Clause 303.5.2 incl 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 and lifts and safe disposal of the same without damaging public / pivate properties (CompleteJob)
-
-
-
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km Ist
1
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248684.13
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km 2nd RD 0-575
0.575
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248684.13
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Construction of Granular Sub Base by providing well graded material spreading in uniform layers with moter grader on prepared surface by mix in place method with rotavator at OMC and compacting with smooth wheel ruler to achieve desired density complete as per technical specification Clause 401. For grading1st material.
723.51
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1089.79
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WBM Grade-III Providing and laying, spreading compacting stone aggregates of specified size 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 stone screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405.(75 mm Thickness)
372.09
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1599.99
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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 – 1.0kg/sqm. Using mechanical means as per technical specifications clause 502 (low porosity
4961.25
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39.82
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Providing and laying 50 mm thick bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
248.06
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6256.83
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.25-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503
4961.25
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12.58
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20mm thick open graded premix carpet using bituminous (penetration grade/ modified bitumen) binder and rolling with smooth wheel 80-100 KN static roller capacity, finished to required level and grade to be followed by seal coat of Type B as per Technical Specification Clause 508 by mechanical means (Bitumen S-90)
4961.25
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147.26
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510
4961.25
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46.67
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Construction of Sub grade and Earthen Shoulders
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 1000m as per Technical Specification Clause 303.1
1167
-
225
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Reinforcement cement concrete M-15 grade Kilometer 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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5th Kilometer Stone (Precast)
1
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2329.6
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Ordinary Kilometer Stone (Precast)
2
-
1362.92
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200 Mtr Stone (precast)
10
-
524.66
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and technical specification clause 1701 (for boundary pillars)
7
-
72.68
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulate lense type reflective sheeting vide clauses 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angel iron post 75mm 75mm 6mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450mm 600mm, 600mm below ground level as per drawings and technical specification clause 801.
8
-
1385.81
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lense type reflective sheeting vide clause 1701.2.3, fixed over aluminum sheeting, 2mm thick with area not exceeding 0.9m2 supported on a mild steel single iron post 75* 75* 6mm* firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm*450mm* 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701
2
-
2423.18
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD specifications and drawing . Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mm* 5mm* size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm* 25mm* 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm* 75mm* of 12SWG sheet tubes posted duly embedded in cement concrete M-15 grade block of 450mm* 450mm* 600mm, 600mm, below ground level. The topmost diamond plate will be welded to middle plate by 47mm, 47mm, of 12 SWG steel plate tube. All M.S be stoved enameled on both sides. Lettering and printing arrows, border etc. Will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1
1
-
11195.02
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD Specifications and drawing. Two MS plates of 1.6mm thick duly welded with MS angle iron frame of 25mm*25mm*5mm.The angle iron frame of both the plates will be welded with steel plate of 5mm thick with 2 No. 75mm* 75mm cement concrete M-15 grade blocks of 600mm*600mm* 750mm, 750mm below ground level . Lettering and printing arrows, border etc will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701.
1
-
7964.44
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Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD Specifications and drawing. Two MS plates of 1.6mm thick duly welded with MS angle iron frame of 25mm*25mm*5mm.The angle iron frame of both the plates will be welded with steel plate of 5mm thick with 2 No. 75mm* 75mm cement concrete M-15 grade blocks of 600mm*600mm* 750mm, 750mm below ground level . Lettering and printing arrows, border etc will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701.
1
-
14933.33
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