Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 51,39,000
Costs
EMD
₹ 51,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_458542_1Bid Award Id
ViewTender No
DIPR /2074/ Tender/2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
Technical Bid detail document
BOQ Items
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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A.
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KM 0/0-1/150
1373.04
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Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.
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KM 0/0-1/0
79.54
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KM 1/0-1/150
12
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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KM 0/0-1/0
449.64
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KM 1/0-1/150
67.5
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Providing and applying Prime coat over WMM surface using 7 Kg of bitumen emulsion SS-1 for 10sqm preparatory to another bituminous construction over it including cost of material, labour charges and all other incidental charges etc., .
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KM 0/0-1/0
2997.6
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KM 1/0-1/150
450
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Providing and applying Tack coat over WMM surface (treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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KM 0/0-1/0
3015
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KM 1/0-1/150
450
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BITUMINOUS CONCRETE 25 MM THICK USING CMP (Grade-II) - Providing and laying Bituminous concrete to25 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5.
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KM 0/0-1/0
75.38
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KM 1/0-1/150
11.25
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Provision for Rumble Strips
12
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Retro-Reflectorised Traflic Signs (with definition board) Type IV - Providing and erecting of Retro-Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTMD 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. lOm from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)
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60 cm equilateral triangle - Cautionary sign board
5
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Providing and fixing reflective road studs of "category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW NH. 33023/10/ 97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete
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Road Markers/Rond Stud with Lens Reflector
80
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Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803.
230
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Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete.
1
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Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete.
4
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Providing and fixing of MGSMT Retro Reflective Name board as per as per section1700 of MORD specifications and in compliance with IRC 67-2022 specifications (Para 6.5.2). Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 800mm size fixed at top & 900mm x 750mm fixed at bottom duly riveted to existing flange/MS Sheet space given in the existing structure, MGSMT logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Type IV grade Class B standard of IRC 67- 2022. Message on the retro reflective sheeting including the QR code shall be digitally printed on approved latex printing platform and over laminted by suitable for Ultraviolet resistance electro-cut table film as a protective over laminate sheet. The design, painting and lettering shall be done as per the MGSMT Signage Guidelines and the retrofeflective sheeting shall be covered under 7 years warranty issued for field performance (as per MORT&H specification No. 801) and as directed by Engineer-In-charge
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Construction of 1.50 m RCC slab culvert @ Chainage 230m,530m
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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RCC slab Culvert at Chainage 230m,530m
85.84
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Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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RCC slab Culvert at Chainage 230m,530m
11.2
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Cement concrete of grade CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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RCC slab Culvert at Chainage 230m,530m
7.46
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Cement concrete of grade CC 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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RCC slab Culvert at Chainage 230m,530m
50.48
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Cement concrete of grade CC 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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RCC slab Culvert at Chainage 230m,530m
34.8
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Cement concrete of grade CC 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
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RCC slab Culvert at Chainage 230m,530m
6.72
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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RCC slab Culvert at Chainage 230m,530m
6.62
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement)
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RCC slab Culvert at Chainage 230m,530m
78.24
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Above Basement)
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RCC slab Culvert at Chainage 230m,530m
155.24
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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RCC slab Culvert at Chainage 230m,530m
0.7
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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RCC slab Culvert at Chainage 230m,530m
30
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slabb
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RCC slab Culvert at Chainage 230m,530m
9
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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
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RCC slab Culvert at Chainage 230m,530m
24
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Gravel filling b/w body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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RCC slab Culvert at Chainage 230m,530m
8.72
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Construction of Pipe Culvert at CH 130m
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
23.7
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm. Thick well ramed, watered and compacted Complete complying with stanard specification.
4.02
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Cement concrete of grade CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete.
4.02
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Cement concrete of grade CC 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete.
17.15
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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
37.02
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Providing and Laying Reinforced cement concretepipe NP3 for culverts on first class beddingof granular material in single Row in cluding fixing collar with cm 1:2 but Excluding Excavation, production works, backfilling concrete and masonry works In head wall and parapets clause 1106 including fixing collars etc complete
7.5
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Gravel filling b/w body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.15
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}.
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