Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2022
Closing Date17 Mar 2022
Tender Amount₹ 1,46,27,492
Costs
EMD
₹ 2,92,550Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEMEG_116215_1Bid Award Id
ViewTender No
VIII-MG/01/79Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Case III Haulage excluding loading and 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 RHS of the road.
58876.54
-
11
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Construction of Embankment with Material 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
56.13
-
58
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Construction of subgrade and earthern shoulders
3.23
-
226
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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 construction as per Technical Specification Clause 303.5.2.
75.86
-
51
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Surface Drains in Soil
-
-
-
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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 Technical Specification Clause 307.
Manual Means
178
-
30
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Construction of unlined surface drain 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 material to be used in
embankment at site.
10
-
44
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BASE AND SUB-BASE
-
-
-
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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
1028.37
-
1325.34
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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
-
-
-
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WBM Grading 2
561.89
-
2416
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WBM Grading 3
561.89
-
2426.84
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Bituminous item
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-
-
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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 Specification Clause 502
16798.88
-
35
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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.
16798.88
-
14
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
16798.88
-
200.75
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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, VAT and Labour Cess)
(II) Bitumen Emulsion
16798.88
-
70.58
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CROSS DRAINAGE WORKS:
-
-
-
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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 matter, dressing of sides and bottom and backfilling with approved material.
375.11
-
125
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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
38.44
-
4937
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Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
3.68
-
76
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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 (B) 1000 mm dia Pipe
6.25
-
6631
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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
159.98
-
2762
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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
104
-
4759
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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
2.46
-
4181
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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)
0.49
-
8159
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
1.22
-
1425
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
33.55
-
1050
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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 Technical Specification Clause 301.5
23.57
-
238
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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
10
-
395
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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. R.C.C grade M 20 RCC Grade M 20
Nominal Mix 1 : 2 : 4
1.04
-
6871
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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)
1.1
-
4893
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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
0.33
-
386
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.05
-
69035
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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 Specification Clause 502
42.33
-
35
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(i) 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.
42.33
-
14
... More
20mm thick OPGC
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
42.33
-
200.75
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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
42.33
-
70.58
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ROAD FURNITURE WORKS
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-
-
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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 1.6mm thick, top and middle plate duly welded with MS flat iron.
1
-
36765
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Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
13145.96
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Kilometre Stone
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-
-
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Construction of 5th Kilometre Stone(precast) Reinforced cement concrete M15 grade
(ii) Ordinary kilometer stone (precast).
1
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3895
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Construction of ordinary Kilometre Stone(precast),Reinforced cement concrete M15 grade
(ii) Ordinary Kilometer stone (precast)
6
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2251
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ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
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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 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
(ii) 600 mm equilateral triangle
5
-
5613
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(iii) 600mm circular
3
-
8473
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Providing edge stones on valley sides of formation, etc
262.31
-
160
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Construction of job pillars, etc
24
-
631
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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
4.2
-
76.07
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5th YEARS MAINTENANCE
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-
-
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Maintenance for 1st year
5.36
-
92030.98
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Maintenance for 2nd year
5.36
-
101234
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Maintenance for 3rd year
5.36
-
111357.34
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Maintenance for 4th year
5.36
-
122493
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Maintenance for 5th year
5.36
-
134742.3
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