Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Aug 2018
Closing Date8 Sep 2018
Tender Amount₹ 27,85,93,000
Costs
EMD
₹ 55,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JKRRD_68204_12Bid Award Id
ViewTender No
E Nit CEJ/PMGSY/548 of 2018-19 dt 25-08-2018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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
696.3
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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)
1606.5
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2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
181.89
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3.P.C.C Grade M 25
(i) Nominal mix (1:1.5:3)
28.8
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4. R.C.C Grade M-20
46.8
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Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
983.74
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1. Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in substructure including cost of through/bond stones.( 40% available ) stones.
2406.67
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2. Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth incl cost of through/bond stones.
1133.5
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Stone masonary in cement mortar for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
i. Random rubble masonary in cement mortat(1:6)
1717.84
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per classes 1002,1005,1011 & 1202
8.2
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Preration 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 subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all leads and lifts and safe disposal of the same without damaging Public / Private properties ( Complete Job ). Note:- The bidder will quote rate for each Kilometer and part therof separately .
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Km 1st
1
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Km 2nd
1
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Km 3rd
1
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Km 4th
1
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Km5th
1
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Km 6th
1
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Km 7th
1
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Km 8th
1
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Km 9th
1
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Km 10th
1
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Km 11th
1
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Km 12th
1
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Km 13th
1
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Km 14th
1
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Km 15th
1
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Km 16th
1
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Km 17th
1
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Km 18th
1
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Km 19th
1
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Km 20th
1
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Km 21st
1
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Km 22nd
1
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Km 23rd
1
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Km 24th
1
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Km 25th
1
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Km 26th
1
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Km 27th
1
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Km 28th
1
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Km 29th
1
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Km 30th
1
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Km 31st
1
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Km 32nd
1
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Km 33rd
1
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Km 34th
1
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Km 35th
1
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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.
35071
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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.
7923.6
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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
5289
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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
105780
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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
105780
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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)
105780
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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)
105780
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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
10930.5
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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)
35
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(ii) Ordinary Kilometer Stone (Precast)
35
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(iii)200 m Stone (precast)
140
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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.
3878
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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
380
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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.
78
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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
70
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Informatory Logo Board as per drawing & Technical specifiction Clause 170 SOR
1.Logo Board
8
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Logo of PMGSY Project
providing and fixing of typical PMGSY logo as per MORD specification refer item No 10.16 of chapter 10
24
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AMC for 1st Year
1
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1616000
AMC for 2nd Year
1
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2424000
AMC for 3rd Year
1
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3232000
AMC for 4th Year
1
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4040000
AMC for 5th Year
1
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4848000
(ii) Construction of 45 mtr. span Through Type Steel Truss Girder Motorable Bridge in Km 43rd RD 370-420 on Ikhala Boundary Kishtwar to Lopara road, Package No. JK04-485-A, Regular PMGSY (Batch-I, 2018-19), Block Marwah, District Kishtwar
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Design, Soil Investigation, load testing and construction of single lane steel truss girder through type Motorable Bridge clause 70 R at site including provision of tempoary river , training works, diversion, dewatering,construction of abutments, abutments caps, dirts wall, fabrication, and launching of superstructure, providing and fixing of suitable with anticollossive almunium paint , laying of RCC deck,slab, approach slab , wing walls, drainage spouts, providing and laying of filter media behind wing walls,abutmnets, return wall, providing and fixing, pipe ralling consisting of IS rolled steel joist posts ISMB 100 at 2.5 m interval and three rows of 40 mm diameter steel pipes (light) providing and fixing typical PMGSY Logo board , main informatory board, citizen informatory board as per MORD specification with foundation/ Inuagaration stone , laying of bituminous wearing coat over BM suitable protection be provided around the abutments, including all leads , lift and carriage of material to the site and approaches (Including Approach Walls on both sides) to be constructed as per approvd design ( completed job) the drawing / design of the bridge should be duly approved from the competent authority.
45
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(iii) Construction of 35 mtr. span Through Type Steel Truss Girder Motorable Bridge in Km 47th RD 475-525 on Ikhala Boundary Kishtwar to Lopara road, Package No. JK04-485-B, Regular PMGSY (Batch-I, 2018-19), Block Marwah, District Kishtwar
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Design, Soil Investigation, load testing and construction of single lane steel truss girder through type Motorable Bridge clause 70 R at site including provision of tempoary river , training works, diversion, dewatering,construction of abutments, abutments caps, dirts wall, fabrication, and launching of superstructure, providing and fixing of suitable with anticollossive almunium paint , laying of RCC deck,slab, approach slab , wing walls, drainage spouts, providing and laying of filter media behind wing walls,abutmnets, return wall, providing and fixing, pipe ralling consisting of IS rolled steel joist posts ISMB 100 at 2.5 m interval and three rows of 40 mm diameter steel pipes (light) providing and fixing typical PMGSY Logo board , main informatory board, citizen informatory board as per MORD specification with foundation/ Inuagaration stone , laying of bituminous wearing coat over BM suitable protection be provided around the abutments, including all leads , lift and carriage of material to the site and approaches (Including Approach Walls on both sides) to be constructed as per approvd design ( completed job) the drawing / design of the bridge should be duly approved from the competent authority.
35
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(iv) Construction of 58 mtr. span Through Type Steel Truss Girder Motorable Bridge in Km 51st RD 750-800 on Ikhala Boundary Kishtwar to Lopara road, Package No. JK04-485-C, Regular PMGSY (Batch-I, 2018-19), Block Marwah, District Kishtwar
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Design, Soil Investigation, load testing and construction of single lane steel truss girder through type Motorable Bridge clause 70 R at site including provision of tempoary river , training works, diversion, dewatering,construction of abutments, abutments caps, dirts wall, fabrication, and launching of superstructure, providing and fixing of suitable with anticollossive almunium paint , laying of RCC deck,slab, approach slab , wing walls, drainage spouts, providing and laying of filter media behind wing walls,abutmnets, return wall, providing and fixing, pipe ralling consisting of IS rolled steel joist posts ISMB 100 at 2.5 m interval and three rows of 40 mm diameter steel pipes (light) providing and fixing typical PMGSY Logo board , main informatory board, citizen informatory board as per MORD specification with foundation/ Inuagaration stone , laying of bituminous wearing coat over BM suitable protection be provided around the abutments, including all leads , lift and carriage of material to the site and approaches (Including Approach Walls on both sides) to be constructed as per approvd design ( completed job) the drawing / design of the bridge should be duly approved from the competent authority.
58
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