Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil Works Others
Eprocure
Opening Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 49,42,73,814
Costs
EMD
₹ 99,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73537_1Bid Award Id
ViewTender No
AR1304022 (Bishing)Tender 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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(3) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
65
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Sub-Head : Jungle 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 to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(I) By Manual Means
(a) In area of non- thorny jungle
11.15
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b) In area of throny jungle
11.15
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Sub-Head : Earth Work
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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
599304.16
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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.
165362.54
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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.
90591.49
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Sub-Head: Cross Drainage Works i/c Minor Bridge
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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.
1686.4
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Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
144.4
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Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
143.6
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia
300
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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
PCC Grade M20
Nominal Mix (1:2:4)
644.8
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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
RCC Grade M20
500.8
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
147.2
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Random rubble masonry In cement mortar (1:3)
20
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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 (1st sort)
60.8
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
139.2
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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 side. 1. In Ordinary Soil (I) Upto 3m depth
820.71
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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. Ordinary soil 3m to 6m depth.(a) Abutment
820.71
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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
1525.9
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(II) Coursed Rubble Masonary(2nd Sort) (ii) In 1:4 Cement Mortar
2981.48
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(II) Coursed Rubble Masonary(2nd Sort)(ii) In 1:5 Cement Mortar.
2415.56
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(I) Grannular Material
2092.58
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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
2452
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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 5m(III) RCC grade M20
1856.3
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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
647
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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) RCC Grade M20(i) Nominal mix 1:2:4(Hand mixed).
52.75
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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.(II) RCC grade M25
681.18
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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
81.39
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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
3.2
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Drainage spouts complete as per drawing and technical specifications Clause 1209
36
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Providing and laying cement concrete wearing course M30 grade i/c reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3
3.51
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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
23.6
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Providing and laying elastomeric slab expansion joint as per approved drawing and approved specification to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation and as per technical specifications clause 1207.2.5
45.5
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Providing and fixing 2mm thick corrugated copper plate in expansion joint as per drawing and technical specifications clause 1207.2.2
9.5
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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 SWG wire mesh of 10 cm x 10 cm (woven diagonally) 4 mm dia i/c lying properly the mesh by cutting the mouth and...
143.1
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PROTECTIVE WORKS
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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 bottoms and backfilling in trenches with excavated suitable materials. (I) In Ordinary Soil.(i) Upto 3m depth
265.72
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Providing and laying wire createwd boulder structure boulder size 225 Cm to 45 Cm having 25 Kg average weight for each I/C dumping / laying in SWG wire mesh of 10 Cm x10 Cm 4 MM dia I/C packing with small size of stone spals and carraige of boulder for a lead of 50 mtr and lift up to 1.5 Mtr
421.78
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Sub-Head :- Side Drain
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Manual Means. In Soil
20818
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In Ordinary rock
5650.6
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In Hard rock
3271.4
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Sub-Head :- Sub-grade & Earthen Shoulder
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Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site , spreading , grading to requried slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
15948.08
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Sub-Head :- GSB(Granular Sub-Base)
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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. Using naturally occuring gravel.
20018.4
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Sub-Head :- WBM-III
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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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means
6837.75
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Sub-Head :- PMC
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Providing & applying prime coat with bitumen emussion (SS -I) unprepared surface of graunlur base i/c clearining of road surface and staying primer @ 1.20 to 1.50 kg /mtr using Mech. Used as per technical specification cluase 502.
91170
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Pre coating of chip with 1% of paving bitumen by weight of chip in a suitable mixture duely heated 160 degree C as per technical specification clasue 507.2.5 (ii) Bitumen S-65
2549.87
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case-I)By manual means.(ii) Bitumen S-65
91170
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.A. By manual means.Case-I) Type-A ii) Bitumen(s-65)
91170
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SUB-HEAD : ROAD FURNITURE
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting 1.5mm thick supported on G.I pipe 50mm dia firmly fixed.
2
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Providing and fixing of semi-reflective cautionary mandatory and informatory sign as per IRC67 made of 1.5mm thick MS sheet duly stoved white colour in front and grey colour on back with red reflective border of 65mm width and required letters.
10
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Kilometre Stone
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) 5th Kilometre Stone
6
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(ii) Ordinary Kilometer Stone (Precast)
30
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Providing and fixing traffic signs for limited period at suitable location in construction zone comprising of warning zone approved transition zone………….(i) Men at Work
5
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(b) Diversion
5
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(c ) Speed limit
5
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SH:- Long Span Bridge 40.00 M
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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 side. Ordinary Soil (i) 3m to 6m depth.
602.108
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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 side. Hard rock(Blasting Prohibited)
181.59
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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.PCC M10 Grade. Nominal mix 1:3:6
9.869
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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.PCC grade M25
101.25
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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 5m.RCC grade M25
148.356
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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. PCC grade M15.Nominal mix 1:1.2.5:5
24.3
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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. Steel Section
64.725
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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. RCC M25
61.205
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
8.753
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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
16.523
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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
5.797
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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
11.165
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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
96.21
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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 author
11.9
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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.
320
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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.
320
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Drainage spouts complete as per drawing and technical specifications Clause 1209
14
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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
94
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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
409.992
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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
10.71
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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.
99
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SH:- Protective Work for LSB
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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
112.69
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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
84.389
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
42.2
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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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Fouth Year
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Fifth Year
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