Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Opening Date25 Sep 2019
Closing Date16 Oct 2019
Tender AmountRefer Documents
Costs
EMD
₹ 7,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
56564Bid Award Id
ViewTender No
56564Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders & for approach Road. Construction of subgrade and earthen shoulders with approved material (Granular Material having CBR more that 7%) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
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180
Granular Sub-base with Well Graded Material (CBR 20 or more (Table 400.1)
Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibrartory rollers of 80 to 100 KN to achieve the desired density complete as per Technical Specifications Clause 401. For Grading mentioned in table 400.1 (Grading III)
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650
Prime Coat
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
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43
Tack Coat over B.T. Surface
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 & hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
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13
Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006
Type A
(II) Bitumen (VG-30)
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140
Maintenance of WBM Road
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
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212
Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
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2471
Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
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5097
Printing New Letters and Figures of any Shades
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
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(II) English & Roman
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1
Painting on Concrete/Steel Surfaces with Epoxy
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
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informatory Board
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Cautionary Board
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Place Board
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Logo Board
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Stone
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Cautionary, mandatory, informatory direction and place identification sign boards.
(A) Semi-Reflective Traffic signs upto 0.90 sqm
Direction and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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
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4729
Providing & Fixing of PMGSY 'Logo' Board Providing & Fixing of Typical PMGSY Logo board as per MORD specification & Drawings.
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6626
Providing & Fixing Informatory 'Logo' of PMGSY Project
(B) 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
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13749
Kilometre Stone
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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5th Kilometre Stone (precast)
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3700
Ordinary Kilometer Stone (Precast)
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2194
200 m stone (precast) + Guard stone
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463
Maintenance of shoulder (filling with fresh selected material)
Making up loss of material /irregularities on shoulders to the design level by adding fresh approved selected soil & compacting it with appropriate equipment at OMC up to a lead of 1000 m as per Technical Specification Clause 1903Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
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37
Maintenance of shoulder (stripping of excess material)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and Technical specification Clause 1903
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20
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
( A) 600 mm Dia
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2928
White washing of parapet walls of C.D. works & tree trunks White washing two coats on parapet walls & tree trunks I/C preparation of surface by clearing ,sraping etc. as per Technical specifications Clause 1915
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17
( I) Maintenance of Culverts
Maintenance of hume pipe culverts by way of clearing ,cleaning ,erosion,repair,repairs to cracks parapet walls & protection work as per drawing and Technical Specifications Clause 1908
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925
( II ) Maintenance of Culverts Slab Type Maintenance of Slab Type culverts by way of clearing ,cleaning ,erosion,repair,repairs to cracks parapet walls & protection work as per drawing and Technical Specifications Clause 1908
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1979
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807,1202 and 1204..
For height up to 5 m
( I) P.C.C. grade M15
(i) Nominal Mix (1:2.5:5)
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3848
Maintenance of Road Signs
Maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory/ cautionary/informatory and place identifications sign board as perdrawings and technical specification Clause 1910
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1022
Restoration of Rain Cuts
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902
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215
Excavation for Structure 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
ii 3m to 6 m depth
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253
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10 (Nominal mix 1:3:6)
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3648
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
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239
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge
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472
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(i) Granular material
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732
Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)
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904
Maintenance of Road
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1st Year
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23554
2nd Year
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47427
3rd Year
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58381
4th Year
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69021
5th Year
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79815
Sub-Engineer
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CGRRDA, PIU Kawardha
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District-Kabirdham
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