Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 12,06,51,412
Costs
EMD
₹ 24,13,028Document 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_77627_1Bid Award Id
ViewTender No
2018-19(IV)-MG/01/01/10Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
RCC
0.88
-
1301.63
Removal of Hume Pipes
-
-
-
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
ii) 600mm - 900mm dia
7.5
-
238.5
Excavation for roadway in soil by mechanical means
-
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
81446.96
-
65.25
Construction of Embankment with Materials Obtained from Roadway Cutting
-
-
-
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
4783.72
-
77.63
Construction of Subgrade and Earthen Shoulders
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
7430.12
-
360
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
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.
4163.98
-
1991.58
Water Bound Macadam Base
-
-
-
Water Bound Macadam Base : WBM Grading 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 three wheel 80-100 kN static roller 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.
By Manual Means
1899.14
-
4078.52
Water Bound Macadam Base : WBM Grading 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone creening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical
Specification Clause 405..
By Manual Means
1899.14
-
4310.27
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
25321.93
-
38.66
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.
25321.93
-
16.13
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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 rollar capacity, finished to requir level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification
25321.93
-
250.87
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
By Manual Means
25321.93
-
82.14
Breast Wall (Ht.- 2.0 m.) (760 m length)
-
-
-
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 Upto 3 m depth
1407.41
-
288
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed stone.
(I) P.C.C grade M 15
Nominal mix 1:3:6
185.9
-
7763.81
Stone masonry in cement mortar in foundation works complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (III) Random rubble masonry In cement mortar (1:3)
895.67
-
5917.53
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (III) Random rubble masonry In cement mortar (1:3)
830.93
-
7526.28
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
1520
-
553.87
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
912
-
3362.31
Gabion wall 3 m ht. (300 m length)
-
-
-
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
-
288
Gabion wall
360
-
2343.64
Non woven textile
328
-
80
Gabion wall 4 m ht. (200 m length)
-
-
-
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.
370
-
288
Gabion wall
1400
-
2343.64
Non woven textile
1120
-
80
Guard Post (150 no.)
-
-
-
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.
68.37
-
288
Construction of RCC guide posts 250 mm dia M20 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
68.37
-
7597
Traffic Signs
A. Retro-reflectorised Traffic Signs
-
-
-
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause
1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900 mm equilateral triangle
30
-
4103.02
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
-
-
-
Ordinary Kilometer Stone (Precast)
8
-
3405.86
200 m Stone (precast)
32
-
937.81
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
5
-
12500
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm 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 75mm 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 75mm 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 coloue. 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
-
41180.61
Slab culvert span = 1.5.0 m ( 5 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.
623.94
-
288
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. PCC grade M15
46.8
-
7763.81
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
334.49
-
9154.6
Providing and laying reinforce cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M25 grade
26.67
-
9343.39
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
1.4
-
92484.8
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material
73.87
-
1350
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 Random rubble masonry
8.23
-
7165.13
Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
81.42
-
30.04
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
16.25
-
550.13
Slab culvert span = 2.0 m (2 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.
342.33
-
288
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. PCC grade M15
22.54
-
7763.81
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
184.13
-
9154.6
Providing and laying reinforce cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M25 grade
13.15
-
9343.39
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
0.85
-
92484.8
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material
43.58
-
1350
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 Random rubble masonry
4.05
-
7165.13
Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
40.08
-
30.04
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
8
-
550.13
Slab culvert span = 4.0 m (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.
249.38
-
288
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. PCC grade M15
15.57
-
7763.81
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
133.55
-
9154.6
Providing and laying reinforce cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M25 grade
13.25
-
9343.39
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
1.1
-
92484.8
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material
24.55
-
1350
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 Random rubble masonry
2.53
-
7165.13
Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
25.05
-
30.04
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
5
-
550.13
Bridge No. 4/8 of span 21.00m
-
-
-
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 side (I) Ordinary Soil Upto 3 m depth
409.25
-
288
Bored cast-in-situ M35 grade R.C.C. pile excludingreinforcement complete as per drawing and technical specifications and removal of excavated earth with all
lifts and lead upto 1000 m. (Pile diameter-1000 mm)
192
-
44141.63
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) a) Initial and routine load test
360
-
371.25
Levelling course for pile cap
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
A. Without plasticiser
10.13
-
9193.96
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M25 (i) Using Concrete Mixer
94.17
-
11788.99
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (A) Using TMT Fe500 rebar
17.38
-
85533.95
Sub-Structure
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
iv. RCC Grade M25
a.Height upto 5m
38.21
-
11365.99
(a)Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications (a) Using (Fe-500) rebar
4.49
-
85430.45
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
20
-
554.63
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 specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
2.25
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i). Granular material
79.01
-
2103.74
Super-Structure
-
-
-
Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
II. RCC Grade M 25,
77.36
-
11365.99
Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) With (Fe-500) rebar
11.8
-
92316.58
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.9
-
18538.96
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate spa
28.85
-
3759.29
Providing and laying of a slab 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
10.5
-
34420.5
Drainage Spouts complete as per drawing and Technical specification
12
-
1631.25
PROTECTION WORK
-
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
95.32
-
8343.69
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
75.23
-
10530.77
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
175.23
-
3957.31
Bridge No. 6/5 of span 24.00m
-
-
-
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 side
(I) Ordinary Soil Upto 3 m depth
410.1
-
288
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
204
-
44141.63
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) a) Initial and routine load test
360
-
371.25
Levelling course for pile cap
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
A. Without plasticiser
10.13
-
9193.96
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M25 (i) Using Concrete Mixer
94.17
-
11788.99
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (A) Using TMT Fe500 rebar
18.12
-
85533.95
Sub-Structure
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
iv. RCC Grade M25
a.Height upto 5m
53.15
-
11365.99
(a)Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications (a) Using (Fe-500) rebar
6.24
-
85430.45
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
20
-
554.63
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 specifications complete including all accessories as per drawing and Technical Specifications.
106920
-
2.25
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i). Granular material
118.99
-
2103.74
Super-Structure
-
-
-
Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
II. RCC Grade M 25,
91.49
-
11365.99
Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) With (Fe-500) rebar
13.8
-
92316.58
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
7.86
-
18538.96
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate spa
31.85
-
3759.29
Providing and laying of a slab 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
10.5
-
34420.5
Drainage Spouts complete as per drawing and Technical specification
6
-
1631.25
PROTECTION WORK
-
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
118.31
-
8343.69
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
59.15
-
10530.77
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
175.05
-
3957.31
Maintenance for Road Work
-
-
-
1st Year
7.82
-
94207.16
2nd Year
7.82
-
141310.74
3rd Year
7.82
-
188414.32
4th Year
7.82
-
235517.9
5th Year
7.82
-
282621.48
Maintenance for Bridge No. 4/8 of span 21.00m
-
-
-
1st Year
1
-
174900
2nd Year
1
-
262350
3rd Year
1
-
349800
4th Year
1
-
437250
5th Year
1
-
524700
Maintenance for Bridge No. 6/5 of span 24.00m
-
-
-
1st Year
1
-
189000
2nd Year
1
-
283500
3rd Year
1
-
378000
4th Year
1
-
472500
5th Year
1
-
567000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements