Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Road From 1.54 Km Point Of Brtf Konnu Pmgsy Road To Konsa in Longleng, Arunachal Pradesh. The bid opening date for this tender is 23-09-2024 and the last date for bid submission is 07-10-2024. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Sep 2024
Closing Date7 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 12,33,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Road From 1.54 Km Point Of Brtf Konnu Pmgsy Road To Konsa
Description
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Contact
Tender Id
2024_CEAR_136337_1Bid Award Id
ViewTender No
AR220906025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 Drawing and Technical Specificateion Clause No 401[Gravel/Soil-Aggregate Base (Table 400.2) Grading B]
3436.17
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SUB-HEAD-: Sausage wire crated boulder Protection Structure
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Sand filling under Raft and Approns including watering, ramming, consolidating and dressing complete.)
17.15
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c] Back Pillar.
311
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Construction of subgrade and earthen shoulders with approved material obtained from way cutting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
1954
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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]
24492.83
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Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
3672.71
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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
a) For nominal mix 1:2:4[hand mixing]
2.59
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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 20 Nominal mix (1:2:4)]
6.4
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 (DRRM Appron)
50.79
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
133.44
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Item : Hume Pipe Clvt. 1000 mm dia.TYPE-I (As per IRC SP-20-2002 & SP :48-1998) 4 nos.
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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) a) Foundation & Plinth
72.78
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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 [R.C.C grade M 20 For design mix RCC M 20]
11.41
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Tack coat
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Guard Posts
106
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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 M10) (Raft & Cutoff Wall)
84.53
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PRIME COAT
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Mix Seal Surfacing (MSS)
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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
24.8
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Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 &1205.5(R.C.C grade M 20) 1:2:4 Nominal mix
21.41
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Mix Seal Surfacing (MSS) by Mechanical Means Type B (VG-10) (25mm THICK)
21585.09
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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.
1859.83
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WBM 3 FOR BASE COURSE ( 75 mm thick)
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Item :-Road Furniture:-
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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
11.16
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Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ] Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
13.27
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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)
342.79
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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]
125.51
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b) 5th Km. Stone (size 107.50x58x25cm)
1
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
272
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Sub-Head : Earth Work in Road Formation:- [ Embankment and Back Cutting]
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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 20 ) ( Coping of Return wall)
4.56
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Third Year
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Second Year
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Granular Sub-base with Well Graded Material ( Clause Table 400.2) Grade-B :-
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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
8.3
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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
503
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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]
84.54
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 [RRM in CM 1:5] (Toe Wall)
66.66
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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 M10) (Raft & Cutoff Wall)
35.74
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Item : PAVEMENT
SHOULDER
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a] Reference benchmark and working bench mark
6.2
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Item : MISCELLANIOUS
tem : Side Drain [Trapizoidal Shape] ( Cross section as per IRC SP-20-2002 -RRM , Page 113 , Fig. 6.2.c )
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c) 200m stone (precost)
31
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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)
785.11
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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
18
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Add GST @ 18%
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b] Reference Pillar
6.2
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia]
20
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Cement plaster 15 mm thick 1:4 on stone masonry
967.07
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
675
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Loosining of the ground upto the level of 300mm below the subgrade level , watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2.
11254.45
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First Year
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GST
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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
a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
6
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Item :RCC Slab Culverts of different spans (As per IRC SP-20 -2002) :- 1.50 Mtr Span= 3 Nos
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Routine Maintenance
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Fourth Year
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Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification.[Granular material]
399.37
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Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 &1205.5(R.C.C grade M 25) 1:1.5:3
44.52
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Earthwork in excavation in soil in hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1
31113.54
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Supplying, fitting and placing with HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
a) HYSD Bars Reinforcement
3.72
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Item : Slab Culvert 2.00 mtr. span, 3.64 mtr high (As per IRC SP-20-2002). 3 Nos. & 4.00 mtr. span, 3.64 mtr high (As per IRC SP-20-2002)
Item : Retaining wall - 3.00 mtr high ( As per IRC SP-20-1979)
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Sub-Head : SETTING OUT
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Sub-Head : EARTH WORK IN ROAD FORMATION AND SETTING OUT
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Providing and fixing of typical PMGSY 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 laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
41
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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
8.44
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Fifth Year
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d] Job Pillar
49.6
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Providing and applying Tack Coat with Bitumen Emulsion (RS-1)using emulsion distrubuter @ 0.25 to 0.30 Kg per Sqm. On prepared dry and hungry bituminus surface clean with hydraulic broom as per technical specification 503.
24492.83
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Sand filling under Raft and Approns including watering, ramming, consolidating and dressing complete.)
51.45
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