Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date1 Apr 2019
Closing Date30 Apr 2019
Tender Amount₹ 4,15,34,476
Costs
EMD
₹ 8,30,690Document 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_77602_1Bid Award Id
ViewTender No
2018-19(IV)-MG/06/02/115Tender 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
(ii) 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.
8911.8
-
73
Sub Base and Base Courses (Non-Bituminous)
-
-
-
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.
ii) For Grading II material
3403.82
-
2225.83
5 % for Extra Widening at curve
170.19
-
2225.83
Passing Place
82.81
-
2225.83
(A) 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.
1392.47
-
4074.29
5 % for Extra Widening at curve
69.62
-
4074.29
Passing Place
46.88
-
4074.29
(A) 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.
1392.47
-
4179.34
5 % for Extra Widening at curve
69.62
-
4179.34
Passing Place
46.88
-
4179.34
Bituminous Surface Courses
-
-
-
Prime Coat
(iii) 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.
14853
-
73.83
5 % for Extra Widening at curve
742.65
-
73.83
Passing Place
625
-
73.83
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.
18566.25
-
16.51
5 % for Extra Widening at curve
928.31
-
16.51
Passing Place
625
-
16.51
20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix)
18566.25
-
231.87
5 % for Extra Widening at curve
928.31
-
231.87
Passing Place
625
-
231.87
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 and Type C as per Technical Specification Clause 510 of Specification of Rural Roads.
Type C
18566.25
-
78.44
5 % for Extra Widening at curve
928.31
-
78.44
Passing Place
625
-
78.44
Line Drain (Stone masonry)
-
-
-
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
303.1
-
256
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
13.05
-
7877.53
Stone masonry work in cement mortar for substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204.
III. Random Rubble Masonry
(iii) In Cement mortar (1:5)
195.75
-
7644.45
Plastering with cement mortar (1:4), 15 mm thick on stone work/brick work as per drawing and technical specifications clauses 613.3 & 1204 complete
391.5
-
299.19
(i) 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 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
(A) Manual Means.
4190
-
60
Guide Post
-
-
-
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
3.31
-
256
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
23.55
-
7711.82
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.75
-
81172.58
Painting Two coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered / concrete surfaces as per drawing and Technical Specification.
94.2
-
121
Traffic Signs and Road Appurtenances
-
-
-
Traffic sign
A. Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of enscapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5 mm thick supported on a Mild Steel Angle Post 75 mm x 75 mm x 6 mm 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 801.
I) 900 mm equilateral triangle
4
-
3785.8
II) 600 mm equilateral triangle
40
-
3211.8
III) 600 mm circular
20
-
3569.8
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 Kilometer Stone (Precast)
-
-
-
ii) Ordinary Kilometer Stone (Precast)
5
-
3243.69
iii) 200 m stone (precast)
25
-
870.26
(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
2
-
36890.85
Maintenance
-
-
-
Maintenance for 1st Year
5
-
142416.6
Maintenance for 2nd Year
5
-
181062.8
Maintenance for 3rd Year
5
-
269498.4
Maintenance for 4th Year
5
-
325195.4
Maintenance for 5th Year
5
-
380322.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements