Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Jul 2018
Closing Date16 Jul 2018
Tender Amount₹ 4,87,24,110
Costs
EMD
₹ 9,74,482Document 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_CEMEG_62815_2Bid Award Id
ViewTender No
2018-19(I)-MG07/05/40Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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
34509.3
-
124
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
13280
-
69
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
23041.15
-
65
BASE AND SUB-BASE
-
-
-
GSB - Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
1938.71
-
2522
WBM Grade 2 - 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
882.28
-
4097.32
WBM Grade 3- 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.
882.28
-
3920.02
Bituminous Work
-
-
-
Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
11742.65
-
34.85
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.
11943.91
-
16.5
OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, 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.
11943.91
-
230.25
Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
11943.91
-
86.94
CROSS DRAINAGE WORKS: 1X1000 mm Dia Pipe Culvert = 11 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
878.24
-
321
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
37.84
-
7564.02
Stone Masonry Work in cement mortar in substructure of Head walls complete as per drawing and technical specification Clasue 1109
305.83
-
6416.22
Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
68.75
-
9659.49
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
25.78
-
2522
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
59.4
-
156
Pointing with cement mortar (1:3) on stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
63.53
-
156
CROSS DRAINAGE WORKS: 1X5m Span Slab Culvert = 1 nos.
-
-
-
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.
143.65
-
305
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
90
-
2207.52
Providing Concrete (M-15) for Plain Concrete in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
17.96
-
7564.02
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
100.97
-
7564.02
Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
126.21
-
7923.02
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
22.96
-
10689.77
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
1.1
-
81592.1
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
35
-
493.05
CROSS DRAINAGE WORKS: 1X6m Span Slab Culvert = 1 nos.
-
-
-
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.
148.33
-
305
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
95.76
-
2207.52
Providing Concrete (M-15) for Plain Concrete in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
18.54
-
7564.02
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
104.89
-
7564.02
Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
139.32
-
7923.02
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
28.1
-
10689.77
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
1.49
-
81592.1
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
35
-
493.05
ROAD FURNITURE WORKS
-
-
-
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. Logo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06)
1
-
10000
Logo Board (As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06)
8
-
12000
Logo of PMGSY Project ; Providing and fixing of PMGSY Informatory sign board with logo as per MORD Specification and Drawing .Three MS plates of 1.6mm thick ,top and middle plate duly welded with MS flat iron 25mm X 5mm size on edges.
1
-
36737.4
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm s
1
-
36737.4
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specifacation
5
-
3186.82
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
Guard Post
Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
36
-
3108.93
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Equilaterial Triangle
64
-
3054.47
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Circular
22
-
3400.47
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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
1
-
6998.41
Providing Intersection Improvement= 4 nos. & Bell Mouth Improvement= 1 no.
-
-
-
Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads
48.75
-
2522
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
29.25
-
4097.32
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
29.25
-
3920.02
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base and Bituminous including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc.
390
-
34.85
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.
390
-
16.5
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.
390
-
230.25
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
390
-
86.94
DRAINAGE WORKS: V-shaped PCC drain : 133 m.
-
-
-
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.
59.85
-
256
Providing (M-15) for plain concrete complete as per drawing and technical specification
31.16
-
7564.02
Unlined surface drain : 2190 m.
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
4380
-
90
PROTECTION WORKS: Breast Wall (Ht.- 1.0 m.) : 70 m.
-
-
-
Excavation of soil , soft rock
59.5
-
256
Stone masonry in cement morter 1:5
45.5
-
7659.22
Stone masonry in cement morter 1:5
4.9
-
7659.22
Weepholes
140
-
493.05
Retaining Wall (Ht.- 2.0 m.) : 180 m.
-
-
-
Excavation of soil , soft rock
378
-
256
Stone masonry in cement morter 1:5
298.85
-
7659.22
Stone masonry in cement morter 1:5
29.7
-
7659.22
Weepholes
210
-
493.05
BRIDGE (1 x 25m Span)
-
-
-
Foundation
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.
(a) upto 3m depth
428.4
-
256
(b) upto 3 m to 6m depth
329.63
-
305
Providing Concrete (M-15) for Plain Concrete in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
17.34
-
7564.02
Providing Concrete (M-25) for Plain /Reinforcement Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
95.23
-
9555.89
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
5.74
-
80271.1
Sub Structure
-
-
-
Providing Concrete (M-25) for Plain /reinforcement Concrete for substructure complete as per drawing & technical specification Clauses 802, 804, 805, 806, 807,1202 and 1204
150.66
-
10050.57
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
12.81
-
80396.1
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8
321.32
-
2207.52
Super Structure
-
-
-
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
98.52
-
10689.77
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
16.75
-
81592.1
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
8.93
-
12959.57
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
84
-
493.05
Drainage spouts complete as per drawing and technical specification Clause 1209
12
-
1451.21
Elastomeric Bearing Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Part - II) section IX and clause 2005 of MoRTH speciflcations complete including all accessories as per drawing and Technical Specifications.
117760
-
1.1
Wearing Course (20mm BC with 6mm Mastic)
138.55
-
420
Providing and laying a burried expansion joint,expansion gap being 20mm,covered with 12mm thick, 200mm wide galvanised weldable structural steel plats as per IS : 2062 placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre of the plate , all as specified in clause 2604.
10.6
-
2420
Miscellaneous
-
-
-
Printing New Lettering and Figures of any Shade Printing new letter any figures of any shade with synthetic enamel paint black or any other approved colour to give an even as per drawings and technical specification clause 1701
English and Roman
40
-
6.5
1st Year Maintenance
-
-
-
Work
3.88
-
168967.37
Bridge
1
-
125600
2nd Year Maintenance
-
-
-
Work
3.88
-
168967.37
Bridge
1
-
138600
3rd Year Maintenance
-
-
-
Work
3.88
-
168967.37
Bridge
1
-
152600
4th Year Maintenance
-
-
-
Work
3.88
-
216031.3
Bridge
1
-
167600
5th Year Maintenance
-
-
-
Work
3.88
-
216031.3
Bridge
1
-
185600
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