Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 9,65,64,702
Costs
EMD
₹ 19,31,294Document 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_77490_1Bid Award Id
ViewTender No
2018-19(IV)-MG/07/03/107Tender 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 Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - (i) By Manual Means (A) Bituminous Course
1725
-
843
Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - (i) By Manual Means (B) Granular Course
1260
-
21
BASE AND SUB-BASE
-
-
-
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
189
-
2640.61
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.
6547.78
-
2841.19
Bituminous Work
-
-
-
Prime Coat- Providing and applying primer coat with bitumen 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
87543
-
34.51
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.
87543
-
16.41
OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen 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.
87543
-
205.84
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
87543
-
82.71
CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 8 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.
635.04
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
27.52
-
6855.08
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
213.92
-
4136.97
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.
50
-
9430.28
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.
43.2
-
2211.36
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
6.74
-
6868.39
Laying GSB material below pipe
15.36
-
1480.5
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
18.48
-
156
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
19.2
-
141
CROSS DRAINAGE WORKS: 6 m Span slab Culvert = 2 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.
287.18
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
180.96
-
1347.36
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
35.9
-
6855.08
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
201.82
-
6745.39
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
252.08
-
7104.39
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
56.2
-
9950.32
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
2.99
-
82770.2
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 drawing
70
-
492.32
CROSS DRAINAGE WORKS: REPAIRING INCLUDING CLEANING of CROSS DRAINAGE WORKS = 141 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.
1424.1
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
193.17
-
6855.08
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
348.27
-
4136.97
Maintenance of Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
423
-
1336
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
338.4
-
141
RCC BRIDGE No. 1/1 (7 m Span)
-
-
-
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
683.71
-
305
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
95.92
-
8737.9
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
56
-
492.32
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
126.29
-
9330.94
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
(Refer to quantity estimation)
25.93
-
9950.32
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) -Superstructure
1.8
-
81498.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Base slab
7.51
-
81449.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Sub structure
14.83
-
75377.2
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
3.47
-
15618.52
Tar paper bearing
(Refer to quantity estimation)
12.8
-
520
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
10
-
1455.7
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
14.07
-
6506.39
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
26
-
2707
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12.8
-
319
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
81.75
-
710.84
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
40.88
-
2757.84
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders
95.14
-
2522.43
RCC BRIDGE No. 10/1 (9 m Span)
-
-
-
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
837.19
-
305
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
95.92
-
8737.9
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
60
-
492.32
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
152.88
-
9330.94
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
(Refer to quantity estimation)
40.07
-
9950.32
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) -Superstructure
2.73
-
81498.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Base slab
7.51
-
81449.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Sub structure
17.96
-
75377.2
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
4.46
-
15618.52
Tar paper bearing
(Refer to quantity estimation)
12.8
-
520
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
10
-
1455.7
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
14.07
-
6506.39
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
30
-
2707
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12.8
-
319
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
127.43
-
710.84
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
63.72
-
2757.84
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders
130.77
-
2522.43
RCC BRIDGE No.- 8/1 (10 m Span)
-
-
-
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
1216.08
-
305
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
95.92
-
8737.9
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
60
-
492.32
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
218.1
-
9330.94
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
(Refer to quantity estimation)
40.07
-
9950.32
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) -Superstructure
2.73
-
81498.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Base slab
7.51
-
81449.2
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Sub structure
25.62
-
75377.2
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
4.95
-
15618.52
Tar paper bearing
(Refer to quantity estimation)
12.8
-
520
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
10
-
1455.7
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
14.07
-
6506.39
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
32
-
2707
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12.8
-
319
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
220.82
-
710.84
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
110.41
-
2757.84
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders
202.55
-
2522.43
DRAINAGE WORKS : LINED DRAIN =1460 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.
657
-
321
Providing (M-15) for plain concrete complete as per drawing and technical specification
342.05
-
6745.39
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
2280
-
413.17
DRAINAGE WORKS : UNLINED DRAIN =21540 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.
21540
-
90
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
-
36894.7
Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06)
10
-
12000
Maintanance Board
1
-
36894.7
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
-
36894.7
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification
4
-
5120.78
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
19
-
2933.06
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification
92
-
826.94
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
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
188
-
3098.28
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
40
-
3456.28
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 Square
4
-
3672.28
Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.
(Ref. Annexure 18.1)
4
-
6861.28
Providing Intersection Improvement= 5 nos.
-
-
-
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
22.5
-
1480.5
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.
5.63
-
2640.61
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.
5.63
-
2841.19
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.
150
-
34.51
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.
150
-
16.41
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.
150
-
205.84
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
150
-
82.71
Five Years Maintenance
-
-
-
Ist Year
23
-
73979.26
IInd Year
23
-
81377.17
IIIrd Year
23
-
89514.91
IVth Year
23
-
98466.39
Vth Year
23
-
108313.04
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements