Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date26 Jul 2018
Closing Date16 Aug 2018
Tender Amount₹ 17,14,00,000
Costs
EMD
₹ 34,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2018_CEAR_66077_1Bid Award Id
ViewTender No
DRWD/DPIU-I/PMGSY/ Ph-XII-Batch-I /2017-18/1Tender 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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(a) In area of non-throny jungle
15.77
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(B) In area of throny jungle
1.75
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SH: Setting Out
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Referenec benchmark and working benchmark
14.6
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
140
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Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3
270
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
140
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SH: Earthwork Calculation for New F.C
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Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
53604.54
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Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
125077.26
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Excavation in ordinary rock using manual 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.
30334.11
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
70779.59
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
50272.69
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SH: EARTHEN DRAIN.
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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 back filling in trenches with excavated suitable materials.
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a) Ordinary Soil (upto 3 m depth)
1391.38
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b) Ordinary Rock (not requiring blasting) upto 3 m depth
1168.29
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c) Hard Rock required blasing
2087.07
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SH: CDs, BRIDGES AND R/B WALL
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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 back filling in trenches with excavated suitable materials.
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I. Ordinary Soil
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(I) Upto 3 m depth.
7489.39
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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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(a) Upto water level (above 3 mtr Depth)
858.08
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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
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
689.57
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonary (2nd Sort)
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( ii) In 1:4 Cement mortar.
2485.72
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd Sort)
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(iii) In cement mortar (1:5)
3497.24
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
2619.36
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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
1560
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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. For height upto 5 m.
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III) P.C.C. grade M 20
564.18
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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
1172.09
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
288.55
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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.
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(I) Nominal mix 1:2:4 ( Hand mixed)
19.76
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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
37.52
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in fondation as per drawing and techanical specification Clauses 1002,1005,1010&1202
2.43
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202
2.98
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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 specification clause 1301.
76.85
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and techniical specifications Clause 800 & 1206-3
60
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Drainage spouts complete as per drawing and technical specification clause 1209.
10
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Providing and laying of a buried expansion joint, covered with 12mm thick,200mm widw galvanise weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100 mm long galvanised nails spaced 300mm c/c along the centervline of the plate,as per technical specifications clauses 1207.2.3
2
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Construction of RCC railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to the line and grade,tolerance of vertical railing post not to exceed 1 in 500. Center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specification clauses 800,900 and 1208.3
30
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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 In 1:4 cement mortar (1 cement :4 fine sand).(CRM)
274.9
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TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
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Providing and fixing typical PMGSY informatory sign board with logo as per MoRD specification and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The iron frame of the lower most plate and flat iron frame will be welded welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x450mm x600mm, 600mm below ground level. The topmost diomond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plates tube. All MS 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 post and steel tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1.
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a) Informatory board
1
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b) Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A" Providing and fixing of typical PMGSY 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
1
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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 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2
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a) Traffic signs ( cautionery signs etc.)
35
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b)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.
12
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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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Ordinary Kilometre Stone (precast)
15
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5th Km stone
3
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SH :- Bridge 35.00 m span 1 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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Ordinary soil
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i) Depth 3.M to 6 m depth
235
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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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Hard rock (blasting prohibited)
110
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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
-
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P.C.C grade M 10
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Nominal mix 1:3:6
8.61
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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
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PCC Grade M25
88.2
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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
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For height upto 5 m
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R.C.C. grade M 25
140.8
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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
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P.C.C grade M 15
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Nominal mix (1:2.5:5)
21.28
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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6
43.1
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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
-
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R.C.C M 25
43.66
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
7.02
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.19
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.26
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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
7.57
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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
86.6
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
9.6
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
250
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
250
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Drainage spouts complete as per drawing and technical specifications Clause 1209
12
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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
45
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
307.36
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.46
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Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 400 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed.
84
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SH :-Protection Works :
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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing and technical specifications Clause 1301
171.36
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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
84.5
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
42.25
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