Construction Of Darbha To Bolange Road Under Pmgsy Batch Ii, Phase Xiii, In Bhamragad Block , District Gadchiroli. Package No. Mh 101
Tender Value
2.59 Crore
Estimated cost
Bid Submission
12 Sep 2019
0 days left
EMD
1.39 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhamragad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Darbha To Bolange Road Under Pmgsy Batch Ii, Phase Xiii, In Bhamragad Block , District Gadchiroli. Package No. Mh 101
BOQ
| Name of Work: Construction of Darbha to Bolange Road under PMGSY Batch II, Phase XIII, in Bhamragad block , District Gadchiroli. Package No. MH 10175 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (i)Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001113 | 6768 | Cum |
| 2 | 2 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 | BI01010001010000000000000515BI0100001114 | 6768 | Cum |
| 3 | 3 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 as per Technical Specification Clause 301.5A.with a lead upto 1000 m | BI01010001010000000000000515BI0100001115 | 5918.85 | Cum |
| 4 | 4 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(i)Using naturally occuring gravel | BI01010001010000000000000515BI0100001116 | 2437.5 | Cum |
| 5 | 5 | 2)WBM Grading 2Providing, 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.(B)By Mechanical Means | BI01010001010000000000000515BI0100001117 | 906.233 | Cum |
| 6 | 6 | Construction of Shoulders as per Technical Specification Clause 407.A.Earthen Shoulders | BI01010001010000000000000515BI0100001118 | 1217.5 | Cum |
| 7 | 7 | Prime Coat(i)Low porosityProviding 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 | BI01010001010000000000000515BI0100001119 | 12625 | Sqm |
| 8 | 8 | Tack Coat(ii)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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001121 | 12625 | Sqm |
| 9 | 9 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(I)Bitumen (S-65) VG-30 | BI01010001010000000000000515BI0100001122 | 12625 | Sqm |
| 10 | 10 | Seal CoatProviding 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(I)Bitumen (S-65) VG-30 | BI01010001010000000000000515BI0100001123 | 12625 | Sqm |
| 11 | 11 | Kilometre StoneReinforced 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 1703ii) Kilometre Stone (precast) | BI01010001010000000000000515BI0100001124 | 5 | Each |
| 12 | 12 | Kilometre StoneReinforced 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 1703iii) 200 m Stone | BI01010001010000000000000515BI0100001125 | 22 | Each |
| 13 | 13 | Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | BI01010001010000000000000515BI0100001128 | 40 | Each |
| 14 | 14 | BSemi Reflective Traffic SignsProviding 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 1701.2.2ii)600 mm equilateral triangle | BI01010001010000000000000515BI0100001129 | 32 | Each |
| 15 | 15 | Direction and Place Identification signs upto 0.9 sqm size boardB.Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size boardProviding and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001130 | 1 | Sqm |
| 16 | 16 | Providing and Fixing 'Logo' of PMGSY ProjectProviding 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 | BI01010001010000000000000515BI0100001131 | 1 | Each |
| 17 | 17 | Citizen Information BoardProviding and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) | BI01010001010000000000000515BI0100001132 | 1 | Each |
| 18 | 18 | 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 | BI01010001010000000000000515BI0100001133 | 1273.05 | Cum |
| 19 | 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001134 | 248.031 | Cum |
| 20 | 20 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9ISand filling | BI01010001010000000000000515BI0100001136 | 10.887 | Cum |
| 21 | 21 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIII.R.C.C grade M 20 | BI01010001010000000000000515BI0100001137 | 64.44 | Cum |
| 22 | 22 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001138 | 11.254 | MT |
| 23 | 23 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001139 | 845.461 | Cum |
| 24 | 24 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302I. Stone/Boulder | BI01010001010000000000000515BI0100001140 | 5.4 | Cum |
| 25 | 25 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001142 | 2.7 | Cum |
| 26 | 26 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIII.R.C.C grade M 20 | BI01010001010000000000000515BI0100001143 | 8.55 | Cum |
AI Tender Summary
Tender Timeline
Sep 05, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 14, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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