Highways Department-HD has published Tender For Linking Shanmugam Salai With Km 26/2 Of Grand Southern Trunk Road Including Extension Of Existing Pedestrian Subway And Junction Improvement With Land Acquisition.. Submission Date for this Tender is 13-06-2023. Bridge Work Tenders in tambaram Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling RCC and clearing away |
| 2 | Subway |
| 3 | Earthwork excavation in all classes of soil 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 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 relevant standard specification. |
| 4 | Subway |
| 5 | Junction improvement -1 |
| 6 | Junction improvement -2 |
| 7 | Drain |
| 8 | Filling 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., |
| 9 | Junction improvement |
| 10 | Plain Cement Concrete M15 (1:2:4) using 20mm 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 for Levelling Course. |
| 11 | Subway |
| 12 | Junction improvement |
| 13 | Drain |
| 14 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20 mm 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. |
| 15 | Subway |
| 16 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20 mm 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. |
| 17 | Junction improvement |
| 18 | Drain |
| 19 | Supply and fabrication of STEEL grade Fe500 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. |
| 20 | Subway |
| 21 | Junction improvement |
| 22 | Drain |
| 23 | Providing and constructing 230 mm thickbrick walls in CM 1:6 using II nd class ground moulded, Chamber burnt,Stock Bricks of size 9" x 4 1/2 " x3""including curing, scaffolding ,materials, labours,tools & plant etc. complete. |
| 24 | Subway |
| 25 | Junction improvement |
| 26 | Plastering with cement mortar 1:5,12mm thick including cost and conveyance of all materials complying with standard specification |
| 27 | Subway |
| 28 | Junction improvement |
| 29 | Painting 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. |
| 30 | Subway |
| 31 | Junction improvement |
| 32 | Providing 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. |
| 33 | Subway For vertical surface two coats @ 0.70kg per sqm |
| 34 | For horizontal surface one coat @ 1.10kg per sqm |
| 35 | Junction Improvement For vertical surface two coats @ 0.70kg per sqm |
| 36 | For horizontal surface one coat @ 1.10kg per sqm |
| 37 | Hire charges for providing and maintaining of Barricades of minimum 2.00 m length and 1.5m height, in the working locations of drain using ISMC 75 transom and verticals with min wt of 7.14 kg / m in addition with L angle support of 50 x 50 x 5 mm size and covered with 3 mm thick M.S sheet of Size 2m x 1.20m including nailing to the floor,costoffabrication, transportation, lifting, and placing, with reflective stickers of required size and placing the barricades without hindrance to the traffic, including shifting of barricads and the e barricading shall remain in the same location for minimum period of 21 days or till completion of work on the particular location. (Allthe barricading material shall be disposed and taken away from the site by the contractor. No additional payment shall be made for extended period of contract) etc complete., |
| 38 | Subway |
| 39 | Drain |
| 40 | Dismantling - Floor finish and dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Clay Tiles / Cuddapah Slabs |
| 41 | Subway |
| 42 | Providing and laying flammedGranite 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 1:4 (1 cement : 4 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. |
| 43 | Subway |
| 44 | Providing and fixingdouble vitrified tiles on finished plain wall surface of size 600 mm x 600 mm x 8 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: |
| 45 | Subway |
| 46 | Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc.,Electrically Operated Type |
| 47 | Subway |
| 48 | Providing Double RCC Centre Median of size 0.610m at bottom 0.200m at middle 0.150 at top and to height of 0.1.125m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel rods including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc including cost of 100 mm. PVC pipe placing position as shown in the drawings as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed etc., complete as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers. |
| 49 | Subway |
| 50 | Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete |
| 51 | Subway |
| 52 | Junction improvement |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Junction improvement |
| 55 | Providing and fixing of Machine Cut granite stone slab for flooring of size 0.60m x 0.60m x 50mm granite slab for platform flooring and pointing with cement mortar 1:3 including cost and conveyance of approved quality of granite stone as specified by the departmental officers including cost and conveyance of all materials to work site including cost of cement which has to be procured by the contractor including labour charges for fixing the granite stone slab in correct position to the required line and gradient as directed by the departmental officers and all other incidental charges etc. complete as per standard specification |
| 56 | Junction improvement |
| 57 | Drain |
| 58 | Providing and fixing of Machine cut finished Exposed face granite stone kerbs of 0.38 m height and 0.100 m thick for platform kerbs including cost and conveyance of granite kerbs from available source to work site including labour charges for fixing the kerbs in position to the required lines, level and gradient and pointing with cement mortar 1:3 and all other incidental charges etc complete. |
| 59 | Junction improvement |
| 60 | Drain |
| 61 | Supplying and fixing of marble pebbles thickness of 50 to 75mm over the concrete bed the rate inclusive of preparing the bedding surface etc. all complete |
| 62 | Junction Improvement |
| 63 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality; Square shape 450 mm internal dimensions |
| 64 | Junction improvement |
| 65 | Soft landscaping |
| 66 | Areca Palms Junction improvement |
| 67 | Acalypha Red Junction improvement |
| 68 | Ipomea Junction improvement |
| 69 | Alternathera Junction improvement |
| 70 | Asparagus Sperngeri Junction improvement |
| 71 | Clerodendrum Inreme Junction improvement |
| 72 | Cuphea Chainesis Junction improvement |
| 73 | Dianella Junction improvement |
| 74 | Duranta Golden Junction improvement |
| 75 | Euphomia Milli Hybrid Junction improvement |
| 76 | Ophiopugen Green Junction improvement |
| 77 | Portulacaria Afra Junction improvement |
| 78 | Scheffera Green Junction improvement |
| 79 | Acalypha Green Junction improvement |
| 80 | Wedelia krilobata Junction improvement |
| 81 | Supply 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. |
| 82 | Junction improvement |
| 83 | Supply 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). |
| 84 | Junction improvement |
| 85 | Supply of well decomposed FYM in a powdery form ,devoid of soil , sand, stones, plastics and other materials, high nutrients which supports plant growth. |
| 86 | Junction improvement |
| 87 | Labour charges for mixing charges of red soil , sand and FYM uniformly for preparation of soil mixture. |
| 88 | Junction improvement |
| 89 | Supplying and fixing the mexican grass, 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. |
| 90 | Junction improvement |
| 91 | Providing 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. |
| 92 | Junction improvement 63 mm nominal inner dia Pipes |
| 93 | 40 mm nominal inner dia Pipes |
| 94 | 32 mm nominal inner dia Pipes |
| 95 | Providing and fixingPVC Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem non mechanical ,with a base which permits maximum penetration into the valve of size 63mm. |
| 96 | Junction improvement 63mm |
| 97 | 40mm |
| 98 | 32mm |
| 99 | Providing & fixing of a double acting Air release valve 3/4" made of high strength aluminium / plastic with fibre glass reinforced . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 5 bar. |
| 100 | Junction improvement |
| 101 | 10" Round Valve Box withgreenlid and corrugated structure with unique shovelaccess slot and bolt hole knockout |
| 102 | Junction improvement |
| 103 | Quickcoupling valve made up ofsolidbrass with locking covercorrosion resistant and stainless steel spring 3RC |
| 104 | Junction improvement |
| 105 | Key threads into top of QCV to provide water access 33DK |
| 106 | Junction improvement |
| 107 | Providing & 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 |
| 108 | Junction improvement |
| 109 | Providing & Fixing of7.5HP Monobloc or openwell submerciblepumpset of having dischargeand headof design flow . |
| 110 | Junction improvement |
| 111 | Providing and fixing of control panelsuitable for pumpset having panel boxmade of CRCA sheet of 2 mm thickness and fixed alongwith following accessories DOLstarter (L&T make),start / stop push buttons (L&T make), Ammeter (AE make), Single phase preventor (Minilec make), Voltmeter (AE make) , Indicating lamps (L & T make), MCB (L & T make), Dry level guard sensor (Minilec make) with control cable, etc. |
| 112 | Junction improvement |
| 113 | Drilling of 6" dia (150mm) vertical bore of hard rock Areas to any required depth asdirected by the departmental officers rate is inclusive of labour charges for inserting casing pipe assembling the pipe if necessary and also tranportation charges for the rig and supporting vehicle from one place to another etc., complete complying with standard specifications. |
| 114 | Junction improvement |
| 115 | Supplying suitable size casing pipe for 6" dia borewell( 6kg/sqcm) of best quality with ISI mark with necessary PVC coupling with socket end, the PVC should got approved by the departmental officers before execution |
| 116 | Junction improvement |
| 117 | Supplying suitable PVC End cap ( 6kg/sqcm) of best for casing pipe of 6" dia borewell quality with ISI mark, the PVC should got approved by the departmental officers before execution. |
| 118 | Junction improvement |
| 119 | Supplying of best and approved quality of HDPE pipe of following size including laying in the basement and tying with copper wire etc., complete complying with standard specification. |
| 120 | Junction improvement |
| 121 | Supplying and fixing of brass cable gland for 31/2x50sqmm PVC armoured 3 core flat cable with earth connection (SD 180) |
| 122 | Junction improvement |
| 123 | Supplying of best and approved quality of Nylon rope of following size including labour charges etc., complete complying with standard specification. |
| 124 | Junction improvement |
| 125 | Supplying and erecting and Commissioning of best approved quality of 5 HP submerssiblemotor (30 stage) (ISI make) with necessary specials such as air cooler, bed and including necessary bolts nuts, with foot valve and inserting HDPE hose into the borewell with hoisting arrangement and tying the hoses together with copper wire and providing necessary nipples at joints and giving connections to the motor, delivery line transportation charges, and supplying and fixing of DOL push button starter and 15 Amps DPIC main switch etc., |
| 126 | Junction improvement |
| 127 | Supplying and fixing wall mounting of Panel board with following accessories Suitable DOL type push botton automatic starter for 2HP Bore well compression |
| 128 | Junction improvement |
| 129 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC - 67:2012 and ASTM D 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 and 0.60m below ground level. The sign post should be paited as per IRC 67-2012 and firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 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 - Reflector 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) |
| 130 | Junction improvement |
| 131 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface - Providing and laying of Hot Applied Thermoplastic Compound 2.5mm thick including reflectorising 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, etc., complete ss per MORT&H specification No. 803. |
| 132 | Junction improvement |
| 133 | Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67- 2012 and ASTMD4956 09, specification and fixed over 2mm thick Aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67-2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL. 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in charge etc., complete. |
| 134 | Junction improvement |
| 135 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063:1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C.Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. 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. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two Years Warranty Certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge. |
| 136 | Junction improvement |
| 137 | Supply and installation of median marker, though high impact resistant, injection moulded thermoplastic body with anerea not less than 125 cm 2 and thickness not less than 1.8 mm. The plastic used for moulded the median marker shall have a minimum notched izod impact strenght value of 600 j/m at room temprature when tested with ASTM D256. The median marker shall have fluoresent yellow colour retro reflective sheeting of size not less than 8.5 cm. * 8.5 cm. and with fully reflective micro prismatic cube comers as its retro reflective elements and meets type XI of ASTM D 4956-09 type XI specification reflectivity values. The Retro Reflective Sheeting Shall be one or both sides of the median marker and shall we edged protected with no exposed edjes which will prevent edge lifting vandalism sheeting damage., etc., The median marker shall be fixed by a combination of epoxy adhesive and grouting. |
| 138 | Junction improvement |
| 139 | Megalux - Supply and fixing of delineator with the following specifications. 1.The Reflector made of Matacry resin 2.Valuable reflection area is 92mm x 19mm,3. Reflection Flame - ABS, 4.Stay made up to specialised Extruded Aluminum alloy Length 320mm, Width 108mm, 5. Anchor Bolt, Anodized anchor bolt T-840 6.Lens colour - Yellow 7. Total length of ABS Stay / Holder 8. No of Lenses :5 and 9. Distance between lenses 56,, Each panel shall be designed to attach - adhere to and shall be compatible with concrete safety barriers/guard ralls / existing structures and pipelines with necessary bardware / frames each panel shall contirm to the retro reflectance and chomaticity lilits specified to the details technical specification and as directed by the engineer. |
| 140 | Junction improvement |
| 141 | Providing and fixing of RCC Bollards Fully Dressed to size on all faces of 1.10 m height and 0.150 m diameter for platform including cost and conveyance of Bollards from available source to work site including labour charges for fixing the Bollards in position to the required lines, level and gradient and pointing/with cement mortar 1:3 and all other incidental charges as directed by the departmental officers and as per standard specifications. |
| 142 | Junction improvement |
| 143 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signa (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 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 2.10m 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 foted to the ground by means of properly designed foundation with M15 grade cement concrete 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.501) |
| 144 | Junction improvement 90 cm equilateral triangle |
| 145 | 60 cm equilateral triangle |
| 146 | 60 cm circular |
| 147 | Construction of Sub Grade and earthern shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no 300 -- 2 technical specification and as per technical specifications and as directed by the engineer in Charges. |
| 148 | Junction improvement |
| 149 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material ( Drainage Layer) |
| 150 | Junction improvement |
| 151 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material ( Filter Layer) |
| 152 | Junction improvement |
| 153 | Wet 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 wellprepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) |
| 154 | Junction improvement |
| 155 | Prime 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 |
| 156 | Junction improvement |
| 157 | Tack 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. |
| 158 | Junction improvement |
| 159 | Dense 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-40) 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)(Using 9m Sensor Paver with Penumatic Tyre Roller) |
| 160 | Junction improvement |
| 161 | Providing and Laying 25mm thick Mastic Asphalt Wearing Course with paving grade bitumen meeting the requirements given in table 500 -- 29 prepared by using mastic cooker and slope after cleaning the surface including providing and anto skid surface with bitumen percolated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10sqm and at an approx spacing of 10 cm center to center in both directions pressed into surface when the temprature of surfaces is not less than the 100 centigrade protruding 1mm to 4mm over mastic surface all complete as per standard specification. |
| 162 | Junction improvement |
| 163 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) 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) |
| 164 | Junction improvement |
| 165 | Supplyingand fixing of Reinforced Cement Concrete Man hole cover 900 mm dia with frames as per IRC 50- 1991 as directed by the Departmental officers including labour charges for fixing at an interval of 5m along the drain including all other incidental charges etc., complete as per standard specification. |
| 166 | Drain |
| 167 | Providing and fixing of MS Gratings of 300 x 200mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces andPVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position @ 5m centre to centre |
| 168 | Drain |
| 169 | Providing and fixing Stainless Steel Handrail made out of SS 304 grade 50mm dia Stainless steel tube of 1.5 mm thick at required locations to a geight of 900mm from finished floor level welded to 32 mm dia squre post of 1.5 mm thick as level welded to 32 mm dia squre postof 1.5mm thick centre with 6 nos of 15mm dia vertical horizontal stainless steel tube of 1.501 mm thick with arch type design in between, as per the include for grouting with concrete into necessary suppring arrangements of handrail vertical and in floor, welding the base cup of the post into slab reinforcement polishing, buffing and pretesting the handrail surface, etc |
| 170 | Drain |
| 171 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 172 | Basic cost of value put to tender as per estimate |
| 173 | Add GST at 18% |
| 174 | Total Value put to Tender |
| 175 | Quoted value |
| 176 | Final Quoted Value |
| 177 | Add GST at 18% of Final Quoted Value |
| 178 | Total Value of Contract Including 18% of GST |
| 179 | Basic cost of value put to tender as per Estimate |
| 180 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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