Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Excavation
Eprocure
Opening Date9 Oct 2023
Closing Date25 Oct 2023
Tender AmountRefer Documents
Costs
EMD
₹ 5,74,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEAR_128712_1Bid Award Id
ViewTender No
AR1704682Tender 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
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Site Clearance
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Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
1.79
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Earth work in Embankment
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Construction of embankment with approved materials obtained from borrow pits ,transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification Clause 301
6905.3
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Shoulder
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1495.13
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Granular Sub Base
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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.[including aggregate pluging] as per clause 401.5 (i) For Grading I Material
1673.93
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CTB
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Cement Trearted base(CTB) with 75% local & 25% borrow materials a) For 5% quality of cement by weight of soil
1339.15
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Prime Coat
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 [Low porosity]
13391.46
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Tack Coat
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Providing and applying tack coat with bituminious emulsion(RS-I) using emulsion oat the rate of 0.20 to 0.25 Kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical speciufication clause 503.
13391.46
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Mixed Seal Surfacing
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Providing ,laying rolling of close graded premix surfacing mateerials of 25 mm thickness composed of 11.2mm to 0.090mm (Type-A) or 13.20mm to 0.90 mm (Type -B) aggregates using penetration grade to required line grade and level to serve as a wearing course on a previously prepared base, includong mixing in a suitable plant, laying and rolling with athree wheel 8-10 KN staticv roller and finishing to thr required level and graded as per Technical specification clause 509. Typy A)Bitumin S-90 With 5% Plastic materials.
13391.46
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TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
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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 i)Ordinary Kilometer Stone (Precast)
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b) 200 Mtr Stone
14
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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
116
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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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
6
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Providing and fixing of typical PMGSY Citizen Information signboard as per MORD specifications and drawing of cast in situ RCC(size of RCC post 25 cm x 25 cm x 90 cm bellow GL and 15 cm x 15 cm x 245 cm above GL ) (Size of board 2 x 90cm x 80 cm x 7.5 cm)incl. earth work,finishing with 15 mm plaster 1:4 and neat cement punning,applying priming coat,painting and lettering with appropriate colour with required shade of approved quality ready mix paint.
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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
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speed limit sign board
5
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) 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.
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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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
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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. (i) Diversion
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(ii) Men at Work
4
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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 [ on boundary pillar]
230
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Sub Head:-CD Structures( 1.50m Span)
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Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 i/c setting out,construction ofshoring and bracing,removal of stumps nd her deleterious material and disposal up to a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable materials . Up to 3 m depth
134.57
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Providing concrete for plain/reinforcement concrete in open foundations complete as per drawing and technical specifications Clause 802,803,1202 & 1203 i) P.C.C. grade M 10 Nominal mix 1:3:6[Hand Mixing]
15.25
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Stone Masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202 & 1204 i) Coursed Rubble Masonry (1st short) in 1:4 cement mortar
40.59
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Stone Masonry work in cement mortar for sub-structure complete as per drawing and technical specifications Clause 702,704,1202 & 1204 i) Coursed Rubble Masonry (2nd short) in 1:5 cement mortar
17.3
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Back filling behind the abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Sandy Material
4.49
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Providing weep holes 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 structurewith slope of 1(V):20(H) toards drawing face complete as per drawing and technical specification Clause 614,709,104.3.7.
38
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Providing & laying reinforced cement concrete arch complete i/c centering & shuttering excluding reinforcement as per drawing and specifications Clauses 800,900 and 1205.1 i)RCC grade M 25 (1:1.5:3) normal mix
6.61
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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
12
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Supplying, fitting and placing HYSD bar reinforcements in super structure complete as per drawing and technical spfications clauses 1002,1010 and 1202. (a) HYSD Bars
0.44
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
7.18
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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 a) Nominal mix 1:3:6 [Hand Mixing]PCC M10
0.98
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Back filling in foundation trenches as per drawing and technical specification Clause 305.3.9 i)Sand
7.35
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Sub Head:-CD Structures( 6m Span)
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Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 i/c setting out,construction ofshoring and bracing,removal of stumps nd her deleterious material and disposal up to a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable materials . upto 3m to 6m depth
502.88
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Providing concrete for plain/reinforcement concrete in open foundations complete as per drawing and technical specifications Clause 802,803,1202 & 1203 i) P.C.C. grade M 10 Nominal mix 1:3:6[Hand Mixing]
43.56
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Stone Masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202 & 1204 i) Coursed Rubble Masonry (1st short) in 1:4 cement mortar
258.04
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Stone Masonry work in cement mortar for sub-structure complete as per drawing and technical specifications Clause 702,704,1202 & 1204 i) Coursed Rubble Masonry (2nd short) in 1:4 cement mortar
188.12
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Back filling behind the abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Sandy Material
115.92
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Providing weep holes 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 structurewith slope of 1(V):20(H) toards drawing face complete as per drawing and technical specification Clause 614,709,104.3.7.
120
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Providing & laying reinforced cement concrete arch complete i/c centering & shuttering excluding reinforcement as per drawing and specifications Clauses 800,900 and 1205.1 i)RCC grade M 25 (1:1.5:3) normal mix
53.5
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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
26.4
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Supplying, fitting and placing HYSD bar reinforcements in super structure complete as per drawing and technical spfications clauses 1002,1010 and 1202. (a) HYSD Bars
6
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
63.86
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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
53.2
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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 a) Nominal mix 1:3:6 [Hand Mixing]PCC M10
54.7
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
50.88
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Back filling in foundation trenches as per drawing and technical specification Clause 305.3.9 i)Sand
77.42
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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