Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date6 Jun 2019
Closing Date24 Jun 2019
Tender Amount₹ 2,81,02,000
Costs
EMD
₹ 5,62,040Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Or-20-243/batch-iii And Or-20-271(b)/batch-iii
Description
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Contact
Tender Id
2019_CERWI_77808_3Bid Award Id
ViewTender No
SERWSCSBD Online - 02/2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
327.17
-
28.44
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
121.62
-
1264.68
Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per Technical Specification clause 404.
604.28
-
1026.43
Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
401.63
-
820.44
Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base as per Technical Specification clause 404.
550.66
-
1366.28
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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
5247.75
-
36.01
Providing and laying Surface dressing as wearing course consisting of a layer of VG-30 laid on the prepared surface, followed by cover of crushed stone chippings of specified size and rolling with 80-100 Kn roller including cleaning the road surface as per technical Specification Clause 507.
5247.75
-
90.86
Providing and laying Surface dressing as wearing course consisting of a layer of VG-30 laid on the prepared surface, followed by cover of crushed stone chippings of specified size and rolling with 80-100 Kn roller including cleaning the road surface as per technical Specification Clause 507.
5247.75
-
80.23
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
6232.5
-
17.83
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
62.1
-
6312.87
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
321.32
-
272.07
Providing concrete for plain / reinforced concrete M-15 Grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
P.C.C M-15 Open Foundation
27.06
-
5111.34
P.C.C M-15 Sub structure
196.63
-
5399.19
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
29.88
-
2099.94
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
65
-
174.21
Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
600 mm dia Single row
15
-
2881.88
1000 mm dia Single row
15
-
6052.26
1000 mm dia Double row
15
-
12147.87
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 Annexure 300,800,1700 of MORD as per direction of the Engineer in charge
1
-
9915.17
Providing and fixing of typical PMGSY citizen information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm 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 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 Annexture 1700.1.
2
-
16297.35
Providing and erecting Direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)
3
-
1885.43
Providing and fixing of Logo Board, 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 300,800,1700 as per direction of the Engineer in charge.(600 mm x 600mm square)
21
-
1560.91
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Fixing of Km. Stone
3
-
2074.32
Fixing or 200m Stone
6
-
555.03
Boundary Pillar
40
-
692.77
Reference Pillar
32
-
300.31
OR-20-271(B)/ 2016-17(Batch-III)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge.
25200
-
3.67
Loosening the ground upto a level of 300mm below the sub-grade level watered & graded, compacted in layers to meet the requirement of Table 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2
16800
-
19.34
Construction of embankment/ sub grade/ earthern shoulder with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
18488.42
-
160.52
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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
1252.75
-
28.44
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
160.05
-
1195.32
Providing cement concrete M-15 in foundation upto a depth of 1.5m. below ground level & upto a hight of 1.5m. above ground level including cost & conveyance of all materials to site & all labour charges complete as per clause 1000/1500/1700/2200/ of MOST specification
60.82
-
4967.07
Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per Technical Specification clause 404.
1394.1
-
1168.74
Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base as per Technical Specification clause 404.
1241.85
-
1491.44
Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
1046.1
-
911.25
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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
11631
-
35.18
Providing and laying surface dressing as wearing course consisting of a layer of VG - 30 laid on the prepared surface,followed by a cover of crushed stone chippings of specified size and rolling with 80-100KN roller including cleaning the road surface as per Technical specification clause 507.(13.2 mm nominal chipping)
11631
-
90.19
Providing and laying surface dressing as wearing course consisting of a layer of VG - 30 laid on the prepared surface,followed by a cover of crushed stone chippings of specified size and rolling with 80-100KN roller including cleaning the road surface as per Technical specification clause 507.(9.5 mm nominal chipping)
11631
-
79.68
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
17325
-
17.83
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
189
-
6147.57
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
1355.61
-
272.07
Providing concrete for plain / reinforced concrete M-15 Grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
M-15 Open Foundation
132.7
-
4967.07
M-15 Sub structure
514.5
-
5246.59
Providing concrete for plain / reinforced concrete M-20 Grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
M-20 Open Foundation
181.77
-
5623.21
M-20 Sub structure
108.27
-
5861.23
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
-
-
-
Foundation
48.17
-
6604.36
Sub-structure
39.58
-
6700.79
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 of MORD.
5.8
-
85.19
Cutting over borden earth
188.16
-
34.87
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
129.02
-
2030.59
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
640
-
173.91
Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
1200 mm dia single row
52.5
-
8026.2
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 Annexure 300,800,1700 of MORD as per direction of the Engineer in charge
1
-
9878.82
Providing and fixing of typical PMGSY citizen information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm 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 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 Annexture 1700.1.
2
-
16219.45
Providing and erecting Direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)
9
-
1867.25
Providing and fixing of Logo Board, 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 300,800,1700 as per direction of the Engineer in charge.(600 mm x 600mm square)
2
-
1542.73
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 300,800,1700 as per direction of the Engineer in charge.(600 mm square)
40
-
1548.02
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Fixing of Km. Stone
5
-
2042.77
Fixing or 200m Stone
17
-
557.86
Boundary Pillar
80
-
696.35
Reference Pillar
86
-
293.11
OR-20-243/ 2016-17(Batch-III)
Routine Maintenance after completion of construction works for 1st Year
1.5
-
36870.41
Routine Maintenance after completion of construction works for 2nd Year
1.5
-
80049.07
Routine Maintenance after completion of construction works for 3rd Year
1.5
-
90971.74
Routine Maintenance after completion of construction works for 4th Year
1.5
-
111049.74
Routine Maintenance after completion of construction works for 5th Year
1.5
-
129358.41
OR-20-271 (B)/ 2016-17(Batch-III)
Routine Maintenance after completion of construction works for 1st Year
4.2
-
35179.95
Routine Maintenance after completion of construction works for 2nd Year
4.2
-
71172.1
Routine Maintenance after completion of construction works for 3rd Year
4.2
-
88503.29
Routine Maintenance after completion of construction works for 4th Year
4.2
-
108269.24
Routine Maintenance after completion of construction works for 5th Year
4.2
-
115599
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