Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 1,48,89,564
Costs
EMD
₹ 3,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73404_1Bid Award Id
ViewTender No
AR101018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
ii) Reference Pillars
1.65
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Construction of Reference Pillar/Bench mark/Job Pillar as per drawing & specification
22
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1.65
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Stripping of top soil from borrow areas (to a depth of 150 mm) located in agriculture fields, storing at a suitable place, spreading and relaying the stripped top soil on embankment slope to maintain the stability of the slope, finishing it to the required levels as per Technical Specification Clause 302.3.2.
910.8
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
16500
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Construction of embankment with approved material obtained from borrow pits , transporting to site , spreading , grading to required slope & compacting to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.
7351.27
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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 ( including aggregate plugging as shown in drawing), complete as per Technical Specification Clause 401.
For Grading 1 Material
12623.78
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Providing , laying, spreading and compacting stone agrregates 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.
425.7
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Construction of earthen shoulder with suitable material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement as per Technical Specification Clause 303
864.23
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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
5676
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
5676
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Providing , laying and rolling of open - graded pre mixed carpet of 20 mm thickness composed of 13.20mm to 5.6 mm aggregate 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 K N Static Roller capacity, finished to required level and grades as per technical specification clause 508.
Bitumen ( S-90 )
5676
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Providing and laying Seal coat sealing the voids in a bituminus surface laid to the specified levels, grade and cross fall as per technical specification clause No 510.
Type - B Bitumen (S - 90)
5676
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Earthwork in excavation for foundation of structures 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 suitable excavated material.
472.33
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Providing plain concrete in open foundations complete as per drawings & Technical Specifications Clause 802 , 803 , 1202 & 1203
P.C.C Grade M10
34.2
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
24.39
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Providing and laying reinforced cement concrete pipe1000 mm dia NP3 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, bedding for pipes, concrete and masonry works in head walls and parapets Clause 1106.
67.5
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Stone Masonry Work in cement mortar in foundation of Head walls & Wing walls complete as per drawing and technical specification Clause 1109
Coursed rubble masonry ( 2nd sort ) In 1 : 4 cement mortar
340.86
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Pointing with Cement Mortar (1:3), on brickwork/stonework in substructure as per technical specification
336.39
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
363.78
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Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615
284.7
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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
I . RCC grade M 20
5.76
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Stone masonry work in cement mortar in substruture complete as per drawing and technical specification Clauses 702, 704,1202 and 1203.
Coursed rubble masonry (2nd sort)
In cement mortar 1:5
165
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Back filling behined abutment, wing wall and return wall complete as per drawing and Technical specification Clauses 120.,3.8
I) Granular material.
90
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Providing weepholes in stone masonry abutment,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
75
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Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
P.C.C. grade M 15
6.95
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.51
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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 Clause 1701
87.75
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
English and Roman
5000
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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 engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
10
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Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
100
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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
-
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i) Ordinary Kilometre Stone (Precast)
3
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ii) 200 m Stone (Precast)
8
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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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
1
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SH:- 5 - Years Maintenance
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First Year Maintenance
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2048000
Second Year Maintenance
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2050000
Third Year Maintenance
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2183000
Fourth Year Maintenance
-
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3419000
Fifth Year Maintenance
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5140000
Evaluation Notes How It Works ?
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