Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date10 May 2018
Closing Date23 May 2018
Tender Amount₹ 9,70,15,000
Costs
EMD
₹ 19,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JKRRD_62584_12Bid Award Id
ViewTender No
E Nit CEJ/PMGSY/519 of 2018-19 dt 09-05-2018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
192.5
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
89.17
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
196
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
1049.56
-
-
Stone masonary in cement mortat for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:5)
665.64
-
-
Prepration of Sub Grade by way of Compacting Original ground Supporting Sub grade , loosening of the ground upto a level of 300mm 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 Including Clearance of Longitudinal Drain , Surface Corrections by way of Filling of Ruts, Clerance of Land slides where ever exists , Removal of vegetation of all sorts inlcluding all leads & lifts and safe disposal of the same without damaging public property /Private Properties (Complete Job) Note:- The bidder will quote rate for each Kilometre and part thereof seprately.
-
-
-
Km 1st
1
-
-
Km 2nd
1
-
-
Km 3rd
1
-
-
Km 4th
1
-
-
Km 5th
1
-
-
Km 6th
1
-
-
Km 7th RD 0-295
0.3
-
-
Granular Sub-base (GSB)
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. (i) For grading 1 material.
5194.02
-
-
WBM Grading 3
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.
1543.3
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to 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
1028.85
-
-
Prime Coat
(i) Low Porosity
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
20577.35
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
20544.35
-
-
20mm thick Open graded Premix Carpet using bituminous ( penetration grade/ modified bitumen) Binder Providing, laying and rolling of open – graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
20577.35
-
-
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
20577.35
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
1461.77
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
(i) 5th Kilometer Stone (Precast)
1
-
-
(ii) Ordinary Kilometer Stone (Precast)
6
-
-
(iii)200 m Stone (precast)
31
-
-
Boundary Pillar
Reinforced cement concrete M-15 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.
496
-
-
Painting on concrete / steel surfaces with Epoxy 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
68.9
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
24
-
-
Direction and place identification signs upto 0.9 Sqm size board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
6
-
-
Informatory Logo Board as per drawing & Technical specifiction Clause 170
1
-
-
AMC for 1st Year
1
-
286000
AMC for 2nd Year
1
-
430000
AMC for 3rd Year
1
-
573300
AMC for 4th Year
1
-
716700
AMC for 5th Year
1
-
860000
(ii) Construction and Maintenance of road from Shivnagar to Sarawan, Package No. JK04-242, Phase-IX, Stage II, Block Kishtwar, District Kishtwar
-
-
-
Excavation for structures
Earthwork in excavation for structures as per drawings 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 in all kinds of soil upto 3m depth
2388.2
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802, 803, 1202 & 1203.
1. P.C.C. Grade M 10 i. Nominal Mix 1:3:6 using 40mm aggregate
402.8
-
-
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
-
-
-
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
804.2
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
102
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
412.4
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
1262.4
-
-
Stone masonary in cement mortat for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:5)
1877.4
-
-
Prepration of Sub Grade by way of Compacting Original ground Supporting Sub grade , loosening of the ground upto a level of 300mm 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 Including Clearance of Longitudinal Drain , Surface Corrections by way of Filling of Ruts, Clerance of Land slides where ever exists , Removal of vegetation of all sorts inlcluding all leads & lifts and safe disposal of the same without damaging public property /Private Properties (Complete Job) Note:- The bidder will quote rate for each Kilometre and part thereof seprately.
-
-
-
Km 1st
1
-
-
Km 2nd
1
-
-
Km 3rd
1
-
-
Km 4th
1
-
-
Km 5th
1
-
-
Km 6th
1
-
-
Km 7th
1
-
-
Km 8th
1
-
-
Km9th
1
-
-
Km 10th
1
-
-
Km 11th
1
-
-
Km 12th
1
-
-
Km 13th
1
-
-
Km 14th (RD 0- 350)
0.35
-
-
Granular Sub-base (GSB)
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. (i) For grading 1 material.
6938.66
-
-
WBM Grading 3
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.
3153.94
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to 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
2102.62
-
-
Prime Coat
(i) Low Porosity
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
42052.5
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
42052.5
-
-
20mm thick Open graded Premix Carpet using bituminous ( penetration grade/ modified bitumen) Binder Providing, laying and rolling of open – graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
42052.5
-
-
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
42052.5
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
7584.13
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
-
-
-
(i) 5th Kilometer Stone (Precast)
3
-
-
(ii) Ordinary Kilometer Stone (Precast)
13
-
-
(iii)200 m Stone (precast)
67
-
-
Boundary Pillar
Reinforced cement concrete M-15 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.
842
-
-
Painting on concrete / steel surfaces with Epoxy 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
115.5
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
42
-
-
Direction and place identification signs upto 0.9 Sqm sixe board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
10
-
-
AMC for 1st Year
1
-
330000
AMC for 2nd Year
1
-
495000
AMC for 3rd Year
1
-
660000
AMC for 4th Year
1
-
825000
AMC for 5th Year
1
-
990000
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