Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 May 2019
Closing Date6 Jun 2019
Tender Amount₹ 2,09,52,621
Costs
EMD
₹ 4,19,052Document 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
2019_CEMEG_75186_2Bid Award Id
ViewTender No
2018-19(III)-MG/06/08/89Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
THIS RE-BID NOTICE SHALL REPLACE THE INVITATION FOR BID NOTICE APPEARING IN THE PMGSY TENDERS WEBSITE. THE REPLACED NOTICE IS TO BE TREATED AS CANCELLED.
BOQ Items
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification clause-303.1
(a) Subgrade in CC & Flexible Pavement
-
-
-
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(b) Earthen Shoulder in Flexible Pavement
2520.96
-
320
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Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
5328.74
-
73
... More
Granular Sub-base with Well Graded Material (Table 400.1) A. By Mix in Place Method
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.
-
-
-
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i) For Grading II material
1227.6
-
2360.73
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Add for Extra Widening for .6m width =
78.77
-
2360.73
... More
Add for Extra Widening for .9m width =
11.95
-
2360.73
... More
Add for Vehicular Passing
90
-
2360.73
... More
WBM
-
-
-
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WBM Grading II , By Manual Means
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.
558
-
3585.77
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Add for Extra Widening for .6m width =
39.38
-
3585.77
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Add for Extra Widening for .9m width =
5.98
-
3585.77
... More
Add for Vehicular Passing
45
-
3585.77
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WBM Grading III, By Manual Means
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.
558
-
3791.77
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Add for Extra Widening for .6m width =
39.38
-
3791.77
... More
Add for Extra Widening for .9m width =
5.98
-
3791.77
... More
Add for Vehicular Passing
45
-
3791.77
... More
Bituminous Surface Courses
-
-
-
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Prime Coat
(i) High porosity
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
7440
-
72.97
... More
Add for Extra Widening for .6m width =
525.12
-
72.97
... More
Add for Extra Widening for .9m width =
79.68
-
72.97
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Add for Vehicular Passing
600
-
72.97
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Tack Coat with Bitumen Emulsion
(iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7440
-
16.48
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Add for Extra Widening for .6m width =
525.12
-
16.48
... More
Add for Extra Widening for .9m width =
79.68
-
16.48
... More
Add for Vehicular Passing
600
-
16.48
... More
20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix)
7440
-
226.9
... More
Add for Extra Widening for .6m width =
525.12
-
226.9
... More
Add for Extra Widening for .9m width =
79.68
-
226.9
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Add for Vehicular Passing
600
-
226.9
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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 A, Type B and Type C as per Technical Specification Clause 510 of Specification of Rural Roads.
Type C
7440
-
72.79
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Add for Extra Widening for .6m width =
525.12
-
72.79
... More
Add for Extra Widening for .9m width =
79.68
-
72.79
... More
Add for Vehicular Passing
600
-
72.79
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Side Drains
-
-
-
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Providing and laying pitching on slopes as per drawing and technical specifications Clause 1302
Stone pitching
379.21
-
1493.6
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Traffic Signs and Road Appurtenances
-
-
-
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Traffic sign
B. Semi Reflective Traffic Signs
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 engineerring grade as per clause 1701.3.9 of MORD for Rural Roads of required shade andcolour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 x 450 x 600 mm , 600 mm below ground level as per approved drawing cl. 1701.2.2
I) 900 mm equilateral triangle
34
-
3715.21
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III) 600 mm circular
12
-
3527.21
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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 of Specification of Rural Roads.
i) 5th Kilometre Stone (precast)
-
-
-
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ii) Ordinary Kilometer Stone (Precast)
4
-
3174.16
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iii) 200 m stone (precast)
10
-
859.52
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(I) Providing and Fixing 'Logo' of PMGSY Project 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
1
-
36737.98
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(II) Providing and fixing of Citizen's Information Board
Providing and fixing of typical Citizens' Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6 mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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
1
-
36737.98
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Erosion Control
-
-
-
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Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
6116.82
-
85
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Guide Post
-
-
-
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Earth work in Excavation for structures
3.77
-
256
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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
lI)Plain cement concrete M 20 grade
3.08
-
7448.32
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RCC M15 Grade
1.32
-
7448.32
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Toe wall
-
-
-
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Excavation for Structures
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.
59.96
-
256
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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
lI)Plain cement concrete M 15 grade
19.99
-
7448.32
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
i)Random Rubble Masonry
In 1:3 cement mortar
106.6
-
5670.69
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Sand Filling in foundation trenches as per drawing & technical specification clauses 613.3 &1204 complete
6.15
-
2225.76
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
3.23
-
112.36
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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 and technical specification Clauses 614, 709, 1204.3.7
205
-
493.16
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CD work
-
-
-
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Foundation
-
-
-
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Excavation for Structures
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
183.3
-
256
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
I) PCC grade M 10
(i) Nominal Mix 1:3:6
5.04
-
7682.07
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II) PCC grade M 15
(i) Nominal Mix 1:2.5:5
9.68
-
7448.32
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
V) RCC Grade M 25
9.36
-
7859.58
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Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000, and 1202
0.61
-
80810.54
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonry (1:3)
41.57
-
4593.86
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Substructure
-
-
-
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Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(I) PCC Grade M 15
50.34
-
7807.32
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(IV) RCC Grade M 25
69.6
-
10003.58
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.52
-
80935.54
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
4.74
-
112.36
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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 and technical specification Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
56
-
493.16
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Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
38.42
-
3044.16
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(II) Sandy Material
49.41
-
2462.76
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Bedding for Pipe
(iii) Type A (First Class)conc Bedding
laying conc bedding with M15 grade cement conc as per clause 1105(i)
14.19
-
7571.32
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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 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.
(B) 1000 mm dia
30
-
9293.35
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Superstructure
-
-
-
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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 M 25 - Upto 5 m height
21.07
-
10625.38
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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
1.37
-
82131.54
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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
20.8
-
3288.62
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Drainage spouts complete as per drawing and technical specifications Clause 1209
8
-
1453.27
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20 mm thick Open Graded Premix Carpet using Bituminous Binder as per Technical Specification Clause 508. Case-I(I) Bitumen S-90
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 asuitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades as per Technical Specification clause 508 of Rural Roads including lighting,guarding barricading etc. complete.
57.2
-
226.9
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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 A, Type B and Type C as per Technical Specification Clause 510 of Specification of Rural Roads.
Case - II : Type A
57.2
-
72.79
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Protection Works
-
-
-
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Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material.
(A) Ordinary Soil
(i) Upto 3 m depth.
188.28
-
256
... More
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 specifications Clause 1301
118.66
-
1493.6
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(I) Stone / Boulder
22.29
-
1493.6
... More
Plain / reinforced cement concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202, 1203
(I) PCC Grade M10
6.84
-
7682.07
... More
Providing and laying filter material underneath pitching in alopes complete as per drawing and technical specification
5.43
-
3578.16
... More
Maintenance
-
-
-
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1st Year
2.5
-
96000
... More
2nd Year
2.5
-
144000
... More
3rd Year
2.5
-
192000
... More
4th Year
2.5
-
240000
... More
5th Year
2.5
-
288000
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