Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Dec 2018
Closing Date11 Jan 2019
Tender Amount₹ 10,57,55,000
Costs
EMD
₹ 21,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KSRRD_71910_1Bid Award Id
ViewTender No
E-NIT NO 22/CE/PMGSY/KMR OF 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
EARTH WORK IN HILL ROADS:-
Excavation in Hilly areas in hard rock requiring blasting by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property, as per technical specification Clause 1603.1 Hard Rock
4642.8
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Disposal of executed earth as directed by Engineer incharge at site.
5571.35
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PART 'B' Cross Drinage Works (2m span RCC culvert= 2 Nos, (3m span RCC culvert= 1 No, MS pipe= 32 No, PCC side drain = 670RM, Earthern shoulders
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EXCAVATION FOR STRUCTURES:-
Earthwork in excavation for structures as per drawings and Technical specifications Clauses 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, including Dewatering Complete
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Dense or hard soil
1436.02
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Soft rock
425
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Providing concrete for Plain/ reinforced cement concrete in foundation/ substructure complete as per drawing & technical specifications. Clause 802, 803, 804, 805,806,807,1202, 1203 &1204 ( ht.up to 5 m) including cost of form work ,loading/ unloading/ haulage of all materials and T&P etc and testing of materials and mix for quality control (including cost of form work) complete job. (PCC Grade M-10)
256.56
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Plain/re-enforced cement concrete in sub-structure complete as per drawings and technical specifications clauses 802, 804, 805, 806, 807, 1202 & 1204 ( Height upto 5 M) including cost of form works ,loading/ unloading/ haulage of all materials and T&P etc as well as testing of materials and mix for quality control (complete job ) PCC grade M15
373.78
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, including cost of form work, loading/unloading/haulage of materials and T&P etc. as well as testing of materials and mix for quality control complete RCC-M20 Grade
19.09
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Supplying, fitting, and placing HYSD bar reinforcement ((fe-415) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Including loading/unloading/haulage of materials and T&P etc.
2.67
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Including loading/unloading/haulage of materials and T&P etc.
170.79
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Backfilling behind abutment, wing wall & return wall complete as per drawing & technical specification Clause 1204.3.8 ). Including loading/unloading/haulage of materials and T&P etc.
113.85
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Providing & Laying M.S Pipe (5mm thick) 300 mm dia flanged type for a length of 7.5 mtr for cross drainage works including construction of catch pits at the inlet and out let in M - 15 Grade concrete and provding and laying a bed of sand layer and provindg earth cushion to the required grade and cross section (as directed by engineer in-charge as per drawring and PWD specification. Including loading/unloading/haulage of materials and T&P etc.
32
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Part 'C' Protection works: (R/wall, B/wall & Edge wall)
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EXCAVATION FOR STRUCTURES:-
Earthwork in excavation for structures as per drawings and Technical specifications Clauses 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, including Dewatering Complete
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Dense or hard soil
1773.98
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Soft rock
488
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Polygon/ Random Rubble masonry uncoursed / brought –to course, in 1 Cement :6 fine sand mortar with Nallah stone, in substructure/ Super Structure, including leveling up at specified levels with M-5 nominal mix ( max. size of stone aggregate : 20mm nominal ) concrete as per drawing and technical specification clauses 600, 700, 702, 704, 1202, 1204 and 1600, including cost of stones, through/ bond stones, loading/ unloading/ haulage of materials complete,
2024.88
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Polygonal/ Random Rubble masonry, uncoursed / brought –to course, laid dry, with quarry stones of approved quality in sub structure/super structure as per drawing and technical specifications as per clause 1606 . including cost of stones ,through/ bond stones,loading/Unloading/haulage of materials complete.
2024.88
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Providing concrete for Plain/ reinforced cement concrete in foundation/ substructure complete as per drawing & technical specifications. Clause 802, 803, 804, 805,806,807,1202, 1203 &1204 ( ht.up to 5 m) including cost of form work ,loading/ unloading/ haulage of all materials and T&P etc and testing of materials and mix for quality control (including cost of form work) complete job. (PCC Grade M-10)
126
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Plain/re-enforced cement concrete in sub-structure complete as per drawings and technical specifications clauses 802, 804, 805, 806, 807, 1202 & 1204 ( Height upto 5 M) including cost of form works ,loading/ unloading/ haulage of all materials and T&P etc as well as testing of materials and mix for quality control (complete job ) PCC grade M15
66.77
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Including loading/unloading/haulage of materials and T&P etc.
2680
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Filling of earth obtained from barrow pits in trenches as per drawing and technical specification Clause 305,3.9 including loading/ unloading/ hulage of materials complete job, finished work to be measured.
256
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Backfilling behind abutment, wing wall & return wall complete as per drawing & technical specification Clause 1204.3.8 ). including loading/ unloading/ hulage of materials complete job, finished work to be measured.
1089.97
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Part 'D' Pavement:
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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/base as per Technical Specification Clause 404.(For 4 per cent quantity of cement by weight of soil) including loading/ unloading and haulage of materials, T&P etc. and testing of materials for quality control. (Complete Job)
6125.63
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Construction of subgrade and earthern shoulder with approved material obtained from borrow pits with all lifts and leads, trasporting to site, spreading, grading to required slope and compacted to meet requirment to Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
5880.6
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WBM Gr-III: 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. by Manual means including loading/ unloading and haulage of materials, T&P etc. and testing of materials for quality control. (Complete Job)
2855.76
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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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. including loading/ unloading and haulage of materials, T&P etc. and testing of materials for quality control. (Complete Job)
40837.5
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Bituminous Macadam :- Providing and laying bituminous macadam (50 mm thick ) 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. incl. carriage/haulage of mix and alll material, T & P labour, Octories etc, involved and testing during excuation for quality control (complete job).
2041.88
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OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 either Type A or Type B or Type C as per Technical Specification Clause 508. (By Mechanical Means S-90) incl. carriage/haulage of mix and alll material, T & P labour, Octories etc, involved and testing during excuation for quality control (complete job).
40837.5
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 using Bitumen (S -90) Type B (By Mechanical Means) including carriage/haulage of mix and all materials, T & P, Labour, Octories etc, involved and testing during excution for quality control. complete job.
40837.5
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Part 'E' Road Signs
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Providing and fixing of retro reflectorsed cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lense type tentative sheeting 1.5mm thick supported on a mild steel angle iron post 75X75mm X 6mm finish to the ground by means of properly designed foundation with M – 15 grade cement Conc. (450 X 450 X600mm) 600mm below ground level drawing and technical specification clause 801.
69
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Providing and erecting direction and place identification retro – feflectorised sign as per IRC – 67 made of encapsulated leans type reflective sheeting area north exceed 0.9 Sqm, supported on a mild steel single angle iron 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M – 15 graded cement concrete 450-450X600mm below ground as per approved drawing and technical specification clause 1701.
50
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a) Kilometer stone reinforced cement Conc, M –15 grade kilometer stone standard design s per IRC-8 fixing in position including painting extra as per drawing as and technical specification clause 1703 at the rate ordinary kilometer stone (pre – cast).
10
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5th Kilometer stone
2
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Providing and Laying Reinforcement cement concrete M15 grade 200 Mtr. Stone pre cast standard design as per IRC : 8 including painting & printing etc. as per drawing and technical specification clause 1703.
40
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Typical PMGSY Logo & Informatory Sign Boards:-Providing and fixing of typical PMGSY informatory sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the 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 tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
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Maintenance for five Years
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AMC for 1st Year
1
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858400.25
AMC for 2nd Year
1
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1287600.37
AMC for 3rd Year
1
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1716800.5
AMC for 4th Year
1
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2146000.62
AMC for 5th Year
1
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2575200.74
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
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