Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date5 Oct 2024
Closing Date19 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 15,89,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEAR_136570_1Tender No
AR1301011Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
C/o back pillar as per fig 1600.1 (as per drawing and technical specification clause 1602.3).
188
-
100
C/o Job pillar as per fig 1600.1 (as per drawing and technical specification clause 1602.4).
188
-
100
SH: Jungle Clearance
-
-
-
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
1.88
-
100
SH: Earthwork Widening
-
-
-
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
26690.79
-
100
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.
4345.01
-
100
SH: Slab Culvert 1.50 Mtr.
-
-
-
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. Ordinary Soil (I) Upto 3 m depth.
512.95
-
100
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I). P.C.C grade M 10 (I) Nominal mix 1:3:6 ( Hand Mixing)
45.6
-
100
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 15 (I) Nominal mix 1:2.5:5 (Hand Mixing)
35.55
-
100
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement mortar.
235.85
-
100
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
28.75
-
100
II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
116.55
-
100
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material
68.75
-
100
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.
190
-
100
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. III) R.C.C. grade M 20
13.45
-
100
Plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 806, 807,1202 & 1204 P.C.C grade M 15 (I) Nominal mix 1:2.5:5 (Hand Mixing)
2.75
-
100
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I) R.C.C grade M 20 (I) Nominal mix 1:2:4 (Hand Mixing)
1.6
-
100
Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 RCC Grade - M -25
17.7
-
100
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.(The steel to be used should be from primary producer like TATA/SAIL/ESSAR STEEL/JINDAL/SHYAM STEEL)
1.95
-
100
SH: Agri Cross Drain
-
-
-
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.
Upto 3 m depth, I. Ordinary Soil, (I) Upto 3 m depth.
260.28
-
100
Providing concrete for plain concrete in open foundations complete as per drawing & technical specifications clause 802,803,1202 & 1203 i) P.C.C. Grade-M 10 (I) Nominal mix 1:3:6 (hand Mixing)
83.16
-
101
Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 I) R.C.C grade M25
150.72
-
102
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
6.72
-
103
Back filling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8, i) Granular material
81.6
-
104
SH: Slab Culvert 3.0 Mtr.
-
-
-
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.
Upto 3 m depth
305
-
105
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
i) Nominal mix 1:3.6 (Hand mixing)
28.73
-
106
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, a) Coursed rubble masonry (1st sort) In 1:3 cement mortar
71.55
-
107
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
ii) Sandy material
22
-
108
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
66
-
109
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 nominal mix 1:2:4)
6.31
-
110
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
8.44
-
111
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.19
-
112
SH: Slab Bridge 12 Mtr span
-
-
-
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, I. Ordinary Soil (a) (I) Upto 3 m depth.
678.06
-
113
(b) 3.00 mtr to 6.00 mtr. Depth
298.28
-
114
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, I). P.C.C grade M 10, (I) Nominal mix 1:3:6
55.21
-
115
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. III) R.C.C. grade M 20
796.1
-
116
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, I) Granular material
118.59
-
117
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
156
-
118
Drainage spouts complete as per drawing and technical specification clause 1209.
10
-
119
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. III) R.C.C. grade M 25
9.39
-
120
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
37.96
-
121
Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5, II) R.C.C. grade M 25
61.41
-
122
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
9.89
-
123
Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacture's.
12
-
124
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.
143.1
-
125
SH: Protection Works
-
-
-
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. Ordinary Soil, (I) Upto 3 m depth.
171.7
-
126
Providing concrete for plain / reinfroce concrete in open foundation complete as per drawing and technical specification cluase 802,803 1202 and 1203. PCC M10
30.3
-
127
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, II) Coursed Rubble masonry (2nd sort) (iii) In cement mortar (1:5).
324.45
-
128
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, I) Granular material
161.5
-
129
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
429
-
130
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 P. C. C. grade M 15 nominal mix 1:2.5:5(Hand mixing)
12.6
-
131
SH: Side Drain
-
-
-
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). Ordinary soil. (I) Upto 3 m depth.
386.22
-
132
Providing concrete for plain concrete in open foundations complete as per drawing & techincal specification clauses 802, 803,1202 & 1203. (i) P.C.C Grade-M 10
64.43
-
133
Plain/reinforced cement conrete in substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204. ii. PCC grade M20 Nominal mix 1:2:4 (Hand mixing)
153.97
-
134
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
1203.7
-
135
SH: Earthen Drain
-
-
-
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 a) Soil
3900
-
136
b) Ordinary Rock
2100
-
137
SH: Subgrade and Earthen Shoulder
-
-
-
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
1501.72
-
138
SH: Granular Sub-Base
-
-
-
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. i) For Grading III Material
1749.59
-
139
SH: WBM-II
-
-
-
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 2 as per Technical Specification Clause 405. (A) By Manual Means
1475.4
-
140
SH: WBM-III
-
-
-
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
2131.47
-
141
SH: Prime Coat
-
-
-
Providing & applying prime coat with bitumen emussion (SS -I) unprepared surface of graunlur base i/c clearining of road surface and spraying primer @ 0.70 to 1.00 kg /sqm using Mech. Means as per technical specification cluase 502.
28319.63
-
142
SH: Tack Coat
-
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
28319.63
-
143
SH: MSS
-
-
-
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
28319.63
-
144
SH: Inventory Road Furniture
-
-
-
Informatory Sign board with Logo
1
-
145
Fixing of citizen board
2
-
146
Maintenance Information board
1
-
147
Fixing of logo
3
-
148
Fixing of road cautionary Sign i) Retro - reflectory sign board
23
-
149
Fixing of 5th KM stone
1
-
150
Fixing of Ordinary KM stone
8
-
151
Fixing of 200mtr stone
32
-
152
Fixing of direction & place identification Sign with G.I.Pipes
12
-
153
Routine Maintenance
-
-
-
First Year
-
-
-
Second Year
-
-
-
Third Year
-
-
-
Fourth Year
-
-
-
Fifth Year
-
-
-
INCLUDING GST
-
8513000
-
INCLUDING GST
-
-
-
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