Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Finance And Insurance Sectors
Eprocure
Opening Date26 Feb 2024
Closing Date12 Mar 2024
Tender Amount₹ 4,80,18,40,000
Costs
EMD
₹ 96,04,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
L022-rd From Parsiparlo Pwd Road Kopin To Hapuk(i)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEAR_132398_1Bid Award Id
ViewTender No
AR1908700Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
c] Back Pillar.
1031
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d] Job Pillar
165
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SH: SITE CLEARANCE
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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. i)By Manual means:- (a) In area of thorny jungle.
18.54
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SH: EARTHWORK IN ROAD FORMATION
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Excavation for roadway formation by manual or by mechanical means or both, in all kinds of soil, earth mixed with boulders, ordinary rock, soft rock, and hard rock without blasting or with controlled blasting or any alternative methods (various techniques may be employed such as drilling, blasting, or breaking by heat & cool method or using rock cutter/rock breakers or by chemical cracking agent or using a hydraulic rock splitter or by a combination of all or by any other breaking/splitting technique) including cutting, and trimming of bottom and side slopes in accordance with the requirements of lines, grades, and cross sections, and loading in tippers and disposal of cut materials & debris with all lead and lifts complete as per specification and as directed by the Engineer-in-Charge.
490128.58
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SH: SUBGRADE PREPARATION
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Loosening of the ground upto a level of 300mm below the sub grade level watering 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
32520.05
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SH: EARTHEN SHOULDER
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clouse 303.1.
6419.39
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SH: GRANULAR SUB-BASE (175 mm Thick)
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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. i) Using naturally occuring gravel
9250.89
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SH: WBM GRADING III ( 75 mm thick)
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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 2 as per Technical Specification Clause 405. (A) By Manual Means
3686.14
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SH: PRIME COAT
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Providing and applying prime 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 m/means as technical specification Clause 502. Low Porosity
49148.52
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SH: TACK COAT
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Providing and applying tack coat with bitumen emulsion (RS -1 ) using emulsion distributer at the rate of 0.25 sqm to 0.30 sqm kg per sqm on the prepared granular surface trated with primer & cleaned with hydraulic boom as per tech specification Clause 503.
49148.52
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SH: MIX SEAL SURFACING
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Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By manual means Type A (i) Bitumen (S-90)
49148.52
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SH: Non Frost Susceptible Sub-Base (NFSSB)
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Non Frost Susceptible Sub-Base (NFSSB) : Construction of Non Frost Susceptible Sub-Base (NFSSB) by Non Frost Susceptible Sub-Base (NFSSB) : Construction of Non Frost Susceptible Sub-Base (NFSSB) by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete in all aspects as per Morth specification clause 401. Using naturally occuring gravel
9386.88
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SH: Crushed Stone Base (CSB) :
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Crushed Stone Base (CSB) : Providing Crushed Stone Base (CSB) by Providing crushed stone aggregate & stone dust, depositing on a prepared surface by hauling vehicles, spreading, and mixing with a motor grader, watering and compacting with a vibratory roller to achieve the desired compaction as per Morth specification clause complete in all aspects. By Mix in Place Method
4693.44
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SH: Prime Coat
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
31289.59
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SH: Tack coat
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
31289.59
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SH: Bituminous Concrete (40 mm thick)
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 % 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, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. (i) For Grading II (13 mm nominal size)
1251.58
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SH: EARTHEN SIDE DRAIN
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Construction of Unlined surface drains of average cross-sectional area 0.40 sqm by manual or by mechanical means or both, in all kinds of soil, earth mixed with boulders, ordinary rock, soft rock and hard rock without blasting or with controlled blasting or any alternative methods including cutting and trimming of sides & bottom in accordance with the cross section and loading in tippers and disposal of cut materials & debris with all lead and lifts complete as per specification and as directed by the Engineer-in-Charge
16259
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SH: PUCCA SIDE DRAIN (TRAPEZOIDAL SHAPED)
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Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Upto 3m depth
1854
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 [M -15 Plain base concrete]
370.8
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Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5]
593.28
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Cement plaster 15 mm thick 1:4 on stone masonry
758.08
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SH: R.C.C Slab Culvert (1.50 mtr-30 Nos, 2.00 mtr-10 Nos, 4.00 mtr-3 Nos. & 6.00 mtr-4 Nos. )
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Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
4975.46
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10)
546.23
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM)
3443
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
1948.04
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Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification.[Granular material]
781.39
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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 technical specification Clauses 614, 709, 1204.3.7
1904
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 (R.C.C grade M 20)
131.67
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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 I. (R.C.C grade M 20) (ii) For nominal mix 1:2:4 (Hand mixed)
360.6
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
523.64
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
28.69
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SH: Minor Bridges (10.00 mtr span- 2 Nos.)
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Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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(i)Ordinary soil Upto 3 m depth
706.32
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(ii)Below water level Marshy soil
336.68
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10[nominal mix 1:3:6]
70.64
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15 [Nominal mix 1:2.5:5]
768
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M 20
12.68
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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
96
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (i) Granular material
259.2
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 1202
11.16
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
168000
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-
Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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(i)Ordinary soil Upto 3 m depth
819.5
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(ii)Below water level Marshy soil
448
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10[nominal mix 1:3:6]
81.96
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15 [Nominal mix 1:2.5:5
738.26
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-
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
288
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (i) Granular material
324.48
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-
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.26
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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. R.C.C. grade M 25
111.06
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
9.83
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Drainages spouts complete as per drawing and technical specification clause 1209.
32
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
10.26
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre lne of the plate. as per technical specifications Clauses 1207.2.3
24
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Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
24
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
91.2
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Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
28
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SH : PROTECTIVE WORKS (R/B Wall: 2 m ht.- 350 mtr., R/B Wall: 3 m ht.- 590 mtr.)
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Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material.
1827.9
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM)
1588.22
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
1338.6
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
1316
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
1475.8
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SH : GUARD POSTS (1250 Nos.)
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Earthwork in excavation for structures as per drawing 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
2.82
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RCC M 20 grade: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807. 1202 and 1204
10.74
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HYSD steel bars: Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.88
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-
Painting two coats including prime coat on new concrete surface: Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
86.42
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SH: ROAD FURNITURE
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
21
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b) 5th Km. Stone (size 107.50x58x25cm)
4
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c) 200m stone (precost)
103
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
37.08
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
37.08
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Providing and fixing of typical VVP 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 1701 and Annexure 1700.1
2
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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 1701.2.2
41
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Reinforced cement concrete M15 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
124
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-
Providing and Fixing VVP Logo Board at starting point: Providing and fixing of typical VVP Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work,and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Providing and Fixing Title information Board of VVP Project(RCC): Providing and fixing of typical VVP Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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Providing and Fixing Citizen information Board of VVP Project(RCC)"A": Providing and fixing of typical VVP Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl. work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat,painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
3
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Safety Devices and Signs in Construction Zones: Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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a. Men at work
4
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b. Diversion
4
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c. Road closed
4
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d. Stop
4
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e. Slow
4
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f. Speed limit
4
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SH: Routine Maintenance
-
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First Year
-
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Second Year
-
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Third Year
-
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Fouth Year
-
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Fifth Year
-
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