Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
13 Jan 2020Closing Date
30 Jan 2020Tender Amount
₹ 1,42,92,896Costs
EMD
₹ 2,85,858Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEMEG_87365_1Bid Award Id
ViewTender No
MG0167Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Excavation in Hilly Areas in Soil by mechanical means
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 Specific
1234.83
-
107
Disposal of Unsuitable Earth
-
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m.
15106.634
-
29
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Katcha Track and Track in River Bed/Nallah Bed and Choe Bed
Debris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RH
34322.272
-
11
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building
15106.634
-
10
Construction of Earthen Shoulders
Construction of 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 wit
1522.316
-
226
Compacting Original Ground
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 construct
3794.85
-
51
Surface Drains in Soil
-
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technic
1440
-
30
Surface Drains in Ordinary Rock
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 mater
1370
-
44
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.
(ii) For Grading II Material
1325.961
-
1373.6
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
-
-
-
WBM Grading 2
723.252
-
2558.08
WBM Grading 3
723.252
-
2566.035
Bituminous Items
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-
-
Prime Coat :
Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Sp
9643.35
-
35
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
9643.35
-
14
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
9643.35
-
203.34
Seal Coat Type C
Providing & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510
(Excluding Loading, Unloading, Haulage,
9643.35
-
71.51
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)
4
-
2251
200 m stone (precast)
15
-
652
Traffic Signs
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 GI Pipe 50
-
-
-
600 mm equilateral triangle
22
-
5613
600 mm circle
4
-
8473
Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6
257
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160
Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
26
-
631
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001
8.4
-
76.07
Cross Drainage Works
Dismantle of existing structure
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 dis
-
-
-
(B) Cement Concrete
10.646
-
358
(C) Reinforced cement concrete
4.448
-
687
Dismantling Stone Masonry as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the
-
-
-
(B) Rubble Stone Masonry in Cement Mortar
36.108
-
258
Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and l
41.58
-
299
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(C) Above 900 mm dia Hume pipe
15
-
175
Excavation for Structures
Earthwork in excavation for foundation of structures 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 matte
-
-
-
Upto 3.0m depth
386.17
-
125
Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
39.68
-
4937
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
17.95
-
76
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 (B) 1000 mm dia Pipe
31.25
-
6631
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
In 1:4 cement mortar
83.302
-
2762
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
(A) In 1:4 cement mortar
74.818
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2762
Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
(iii) In 1:5 cement mortar
115.552
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4759
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
I. Rubble stone laid in cement mortar 1:3
9.84
-
4181
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III. Brick on edge laid in cement mortar (1:3)
1.976
-
8159
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
6.902
-
1425
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
27.84
-
1050
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech
115.82
-
238
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
12
-
395
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20
Nominal Mix 1 : 2 : 4
12.294
-
6871
Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4
Coursed rubble masonry (1st sort)
2.1825
-
4893
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
31.608
-
386
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.249
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63964
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.583
-
69035
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
Cement concrete grade M 10
0.864
-
4888
Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification C
23.97
-
35
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
23.97
-
14
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
23.97
-
201
Seal Coat
Providing and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
23.97
-
71
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 and technical specifications
48
-
319
Maintenance Cost
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-
-
Maintenance for 1st year
3.036
-
100126.02
Maintenance for 2nd year
3.036
-
110143.15
Maintenance for 3rd year
3.036
-
121162.25
Maintenance for 4th year
3.036
-
133283.14
Maintenance for 5th year
3.036
-
146616.14
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