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Tender For Providing Fountain, Sculpture, Beautification Arrangement And Construction Of Culvert Works In Chennai City Roads ( H ) C And M Sub Division Jurisdiction ( Chn 040 ), chennai-Tamil Nadu

Highways Department-HD has published Tender For Providing Fountain, Sculpture, Beautification Arrangement And Construction Of Culvert Works In Chennai City Roads ( H ) C And M Sub Division Jurisdiction ( Chn 040 ). Submission Date for this Tender is 22-11-2022. Culvert Tenders in chennai Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

34681730
Tender For Providing Fountain, Sculpture, Beautification Arrangement And Construction Of Culvert Works In Chennai City Roads ( H ) C And M Sub Division Jurisdiction ( Chn 040 )
Open Tender
Indian
Tamil Nadu
chennai
22-11-2022

Tender Details

Providing Fountain, Sculpture, Beautification Arrangement And Construction Of Culvert Works In Chennai City Roads ( H ) C And M Sub Division Jurisdiction ( Chn 040 )

Key Value

Document Fees
Refer document
EMD
INR 60000.0 /-
Tender Value
INR 98.55 Lakhs /-

BOQ Items

Name of work : Providing Fountain, Sculpture, Beautification arrangement and Construction of Culvert works in Chennai City Roads (H) C&M Sub Division Jurisdiction (CHN 040) ROAD A : Providing Fountain, Sculpture including Beautification arrangements inside road side park at Km 15/4 (RS) of Grand Southern Trunk Road (SHU88)(01-CRIDP-22-23-S-0018) ROAD B: Construction of Culvert at Km 12/1 of Grand Southern Trunk Road (01-CRIDP-22-23-S-0013)
Sl. No. Item Description
1Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain.
2Road A
3Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour ,equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per standard specification. ( BT Cutting)
4Road B
5Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Macro Drain
6Road B
7Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for foundation.
8Road A
9Plain Cement Concrete M10 (1:3:6) using 40mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants etc., complete as per relevant standard specifications
10Road A
11Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling Course Below Box Culvert
12Road B
13Supplying, Fabricating and fixing of M.S Man hole cum Gratings of Suitable Size with MS Angle of 80 x 80 x 8mm for Outer frames ans M.S flats of 80 x 6 mm for inner braces, including cost and conveyance of Materials and gratings and fixing them in position.
14Road B
15Supply and fabrication of STEEL grade Fe-- 500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete
16Road A
17Road B
18Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete
19Road A
20Vibrated Cement Concrete M30 for Precast culvert using graded metal including cost of shuttering and conveyance of all materials to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for boxes of size2.70 x 1.50 x 1.00m with 420mm vertical walls 420mm top & bottom slabs including cost of loading and unloading the boxes at site and erection of bottom slabs and boxes at site as per specification.
21Road B
22Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain Box
23Road B
24Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
25Road A
26Providing and constructing 230 mm thickbrick walls in CM 1:6 using II nd class Table moulded, Chamber burnt,Stock Bricks of size 9" x 4 3/8 " x 2 3/4"including curing, scaffolding ,materials, labours,tools & plant etc. complete.
27Road A
28Plastering with cement mortar 1:5,12mm thick including cost and conveyance of all materials complying with standard specification
29Road A
30Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
31Road A
32Providing and laying JetBlack Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
33Road A
34Providing and laying Flammed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
35Road A
36Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
37Road A
38Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
39Road A For vertical surface two coats @ 0.70kg per sqm
40For horizontal surface one coat @ 1.10kg per sqm
41Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge
42Road A
43Supply and fixing of Stainless steel (Grade 304) mat finish 3mm thick fixing on the column for cladding as per Architect design.The rate inclusive of Material, labour, cutting, welding and wastage all complete etc.., .
44Road A
45Providing & Fixing of Disc Filter with capacity matching pump design flowhaving an suitableinlet connections , to create a helical effect in the incoming water ,spinning particulate in suspension away from the filtering element and so minimizing cleanings frequency ,3/4" outlet for flushing at bottom of filter & maximum working presure of 12 Bars.RAINBIRD/AMIAD
46Road A
4723mm Foam jet nozzle(Brass with Nickel coated finish)with Control Ball valve 1"BSP.
48Road A
49Providing & Fixing of5HP Monobloc or open well submersiblepump set of having dischargeand headof design flow .
50Road A
51Providing & Fixing of7.5 HP Monobloc or open well submersiblepump set of having dischargeand headof design flow .
52Road A
53Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
54Road A 63mm dia
5540mm dia
56Supplyand fixing of flexible, 16 mm LLDPE tubingand resistance to UV damage and algae growth pressure rating of 40 PSI
57Road A
58Aluminium cast Under water light fitting with toughened glass shade and chord sealed cable entry with AR16-230V/5W LED Bulb (OSRAM),SSMounting Bracket with stainless steel fasteners.
59Road A
60Supply, fixing, testing and commissioning of 18W focus light K-light No.4269
61Road A
62Supplying and installation and commissioning of vermin and dust proof totally enclosed double door cubical typecompartmental floor mounting panel board of size 1.20 m ×1.00 m ×0.50 m made of 16 SWG1.66mm) thick CR sheet and 35 mm × 35 mm × 6 mm size angle and 35 mm ×6 mm flat iron having 4 nos legs at the bottom and G.I. Sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coatsof enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation including excavation of trench and brick soling etc. complete neatly internal wiring done as specified and directed by the department comprising of the following electrical items. 1. 63 Amp 4 pole MCB as outgoing - 1 no 2. 32 Amp 2 pole MCB as outgoing - 15 nos. 3. 24 Hrs. Timer - 3No.
63Road A
64Supply and stacking of red earth at site to the departmental gauge for premeasurement which is of light textured , crystalline ,porous,and friable and of generally acidic or neutral not alkaline and should be fertile ,including storage charges cost of transportation,loading unloading,stacking and inclusive of all taxes etc, complete.
65Road A
66Supply and stacking of sand at site to the departmental gauge for premeasurements includingcost of material transportation, loading unloading and including stacking charges etc, complete.(using as a satisfactory medium fo rooting of cutting).
67Road A
68Supply of well decomposed FYM in a powdery form ,devoid of soil , sand, stones, plastics and other materials, high nutrients which supports plant growth.
69Road A
70Labour charges for mixing charges of red soil , sand and FYM uniformly for preparation of soil mixture.
71Road A
72Supplying and fixing the plants of suitable varieties , includingcost and conveyance of plantsto work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 3 months.
73Road A SHURBS Song of India
74Ernathimum Red
75Ficus Panda
76Hamrlia Patens
77Ixora Mini
78Ixora Nora Grant
79Rhoeo Spathacea
80Acalypha Rosea
81Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406)
82Road B
83Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM
84Road B
85Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer
86Road B
87Tack coat - Providing and laying of Tack Coat using Bituminous Emulsion at the rate of 2.0 kg per ten square meter over the BT surface treated with primer preparatory to another bituminous construction over it
88Road B
89Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II (50-70 mm thick)
90Road B
91Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II (30-40 mm thick) (using 9M Sensor Paver with Pneumatic tyre Roller)
92Road B
93Calculation of SubTotal, GST and Total Amount carried out by system automatically
94Basic cost of value put to tender as per estimate
95Add GST at 18%
96Total Value put to Tender
97Quoted value
98Final Quoted Value
99Add GST at 18% of Final Quoted Value
100Total Value of Contract Including 18% of GST
101Basic cost of value put to tender as per Estimate
102Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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