Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 May 2023
Closing Date17 Jun 2023
Tender Amount₹ 7,08,97,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Disposal of executed earth as directed by Engineer incharge at site.

5416.98

1020450

188.38

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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. Dense or hard Soil

1449.43

385997

266.31

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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. Soft Rock

392.3

130591

332.89

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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)

647.8

3903817

6026.27

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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

360.9

2214947

6137.29

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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

42.02

309630

7368.64

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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

18.92

154842

8184.07

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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,

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Full Rate

1466.66

8105452

5526.47

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Labour Rate

628.57

2429630

3865.33

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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.

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-

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Full Rate

977.78

3054506

3123.92

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Labour Rate

419.05

577262

1377.55

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Filling available excavated earth over stone fillings / in trenches as per drawings & Technical specification Clause 305.3.9

967.43

165720

171.3

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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.

73.89

33125

448.31

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Backfilling behind abutment, wing wall & return wall complete as per drawing & technical specification Clause 1204.3.8 ).

125.6

200960

1600

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

2315.88

3234774

1396.78

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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specifiation including premixing the material with water at OMC in mechanical mixer (pug mill),carriage of mixed material by tipper to site,lying in uniform layers in sub base/base course on a well prepared sub base and compacting with smooth wheel roller of 8200 kN weight to achieve the desire density including lighting,baracading and maintainance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specfication Clause 406

838.69

1863116

2221.46

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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.

3041.28

1626993

534.97

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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.Cement @ 4%.

2171.14

5324807

2452.54

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Providing & applying priming coat with bitumen emulsion SS-1 using emulsion distributor @ 1Kg per sqm on the prepared granular surface cleaned with hydraulic broom as per technical specifications clause 502/503 including loading un loading and haulage of materials ,T&P etc & testing of materials for quality control complete job

20160

1298505

64.41

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

20160

341712

16.95

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Providing and laying Semi-dense bituminous concrete of 30 mm thick over metal mixed surface using quality agg. satisfying the gradation set out in the CPWD/MOST specificatin to specified line, grade and cross section mixed with binder contents @2.93kg/Sqm, in hot mixed plant to achive required compaction and denisity including all carriage cost of Tar, cement @ 3%.

14474.25

5252994

362.92

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Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer.

167.74

2703968

16120

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Dismanteling of flexible pavements and disposal of dismental material upto alead of 100 mstacking seveciable and unservicable material seprately as per technical specification clause 202

159.75

156614

980.37

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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.

36

127251

3534.75

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Providing and erecting direction and place identification retro – reflectorised 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.

26

85094

3272.88

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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).

5

14750

2950

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5th Kilometer stone (Pre cast)

1

4833

4833.9

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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.

20

15474

773.73

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Typical PMGSY Logo ,Informatory Sign Boards & PMGSY Maintenance Board :-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

3

54119

18039.83

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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.

8

357328

44666.1

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Painting lines,Dashes,Arrows,etc.on Road in Two Coats on New Work on both side Road with ready mixed road marking paint confirming to IS 164 on Bituminous/concrete surface, including cleaning the surface of all dirts , dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification, clause 1702

1536

301992

196.61

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MAINTENANCE

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1st Year

1

644915

644915.25

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2nd Year

1

967796

967796.61

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3rd Year

1

1289830

1289830.51

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4th Year

1

1612711

1612711.86

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5th Year

1

1934745

1934745.76



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