Department Of Rural Development And Panchayats Tender
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The Department Of Rural Development And Panchayats has issued a formal invitation for competitive bids for Nit 129 Dated 04.10.2019 Const. Of Package No. Cg 03-08(i) (balance Work) District Dantewada 1. Balance Work Of Gudse To Pujaripara in Dantewada, Chhattisgarh. The bid opening date for this tender is 09-10-2019 and the last date for bid submission is 16-10-2019. Interested bidders for Department Of Rural Development And Panchayats tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Department Of Rural Development And Panchayats Tender
Opening Date9 Oct 2019
Closing Date16 Oct 2019
Tender AmountRefer Documents
Costs
EMD
₹ 47,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
57183Tender No
57183Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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Clearing Grass and Removal of Rubbish
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Below GL
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Sub-Engineer
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Boundary Pillar
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Providing, laying spreading and compacting Mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fiil-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical specification Clause 405
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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 1.6mm 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 2nos. 75mm x 75mm 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 colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 170 and Annexure 1700.1
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41804
20902
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Seal Coat
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Providing 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 white colour in front and grey colour on back with reflective border of 70mm 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. 47mm X 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm X 5mm MS flat iron on edges on back firmly, fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm X600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 Left & Right curve Boards 10 nos. Village Name boards 2 nos.
4.05
30095
7431
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Random rubble masonry in case of stone pitching laid with cement mortar(1:5)
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Above Ground level
108
609444
5643
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Reinforcement 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
22
15070
685
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PIU-01, CGRRDA Dantewada
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Construction of toe walls for protection of slopes as per drawing and technical Specications clause 1302.5
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
7875
574875
73
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composedof 13.2 mmm 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 80-100KN 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 MoRD
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Construction of Hard Shoulders as per Technical Specification Clause 407
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Providing concrete for plain/reinforced concrete in open foundation completre as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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Stone pitching for berms.
33.75
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(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.
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From ch 0 to 2000 mts(A) non theory jungal
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Kilometre Stones
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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and Camber, applying and brooming, stone screening / binding material to fill up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
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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
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Tack Coat
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Providing anf fixing 'Citizen Information Board' ofPPMGSVY project
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Granular Sub-base with Well Graded Material (Table 400.1)
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(A) Providing and fixing of typical “MMGSY Citizen Information Board” with Logo as per MORD specifications & drawings, made of 75mm square or 75mm dia circular steel tube of 12 SWG 3.2m height and cross member 2nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
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31534
15767
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For height upto 5m
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Providing weepholes in brick masonry/stone mansonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extendingthrough 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
150
57900
386
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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 Clause510 MoRD(using three wheel 80-100 KN static roller) Case-III Type C, Bitumen Emulsion coldmix binder tailor made complying with IS : 8887
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(iii) 200 m stone (precast)
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4608
576
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Construction of sub grade
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WBM Grading-3
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P.C.C grade M 10 (Normal mix(1:3:6)
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Providing & Fixing 'Logo' of PMGSY Project
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Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface,with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.0.0
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(B) Disintegrated rock i.e. mourum having CBR value not less then 15% and PI & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer)
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805.
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P.C.C grade M 15 (Nomal mix (1:2.5:5)
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Providing and Fixing Informatory and Logo Board of PMGSVY project
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Prime Coat
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Semi- Reflective Traffic Signs
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Total
850.5
535815
630
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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.
200
691800
3459
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Ordinary soil
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Upto 3 m depth Abutment
156
35100
225
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Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the density as per technical specification clause 407 & 401
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Open-Graded premix carpet 20mm thick using Bituminous Binder (cationic Bitumen Emulsion/coldmix binder tailor made, complying with IS : 8887
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Providing typical PMGSY informatory & logo board as per approved drawing & specifications,painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & Colours.PCC/RCC
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27054
13527
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(ii) Ordinary Kilometer Stone (Precast)
3
7002
2334
Evaluation Notes How It Works ?
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Korba, Chhattisgarh