Pradhan Mantri Gram Sadak Yojana Tender
Download documents of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
30 Jan 2019Closing Date
27 Feb 2019Tender Amount
₹ 4,82,14,224Costs
EMD
₹ 9,64,284Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_73222_1Bid Award Id
ViewTender No
2018-19(III)-MG/06/02/65Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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.
11185.45
-
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
4272.22
-
1912.46
5 % for Extra Widening at curve
213.61
-
1912.46
Passing Place
99.38
-
1912.46
(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.
1747.73
-
3778.1
5 % for Extra Widening at curve
87.39
-
3778.1
Passing Place
56.25
-
3778.1
(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.
1747.73
-
3903.02
5 % for Extra Widening at curve
87.39
-
3903.02
Passing Place
56.25
-
3903.02
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.
23303.03
-
73.17
5 % for Extra Widening at curve
1165.15
-
73.17
Passing Place
750
-
73.17
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.
23303.03
-
16.39
5 % for Extra Widening at curve
1165.15
-
16.39
Passing Place
750
-
16.39
20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix)
23303.03
-
225.56
5 % for Extra Widening at curve
1165.15
-
225.56
Passing Place
750
-
225.56
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
23303.03
-
75.99
5 % for Extra Widening at curve
1165.15
-
75.99
Passing Place
750
-
75.99
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
84
-
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
3.6
-
7437.53
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)
54
-
7271.74
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
108
-
283.42
Traffic Signs and Road Appurtenances
-
-
-
Traffic sign
B. Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineerring grade as per clause 1701.3.9 of MORD for Rural Roads of required shade andcolour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 x 450 x 600 mm , 600 mm below ground level as per approved drawing cl. 1701.2.2
I) 900 mm equilateral triangle
12
-
3126.54
III) 600 mm circular
12
-
3484.54
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)
1
-
5516.33
ii) Ordinary Kilometer Stone (Precast)
5
-
3090.25
iii) 200 m stone (precast)
25
-
843.05
(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
-
36659.32
Maintenance
-
-
-
Maintenance for 1st Year
6.26
-
149492.17
Maintenance for 2nd Year
6.26
-
187822.36
Maintenance for 3rd Year
6.26
-
274709.27
Maintenance for 4th Year
6.26
-
329331.15
Maintenance for 5th Year
6.26
-
383930.19
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