|
| 1 | Providing Service Road on both sides of ROB |
| 2 | Earthwork Excavation with Box cutting including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines , grades and crosssections shown in the drawingsor as indicatedby the Engineer for Service Road. |
| 3 | Construction of Granular Sub Base of 275mm compacted thickness by providing coarse graded materials of grading V- 46.5mm to 26.50mm, 26.50mm to 4.75mm & 4.75mm and below IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H V Rev. |
| 4 | Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer. |
| 5 | Providing and laying of prime coat using Bitumen Emulsion at the rate of 7 Kg per Ten Square Metre over the WMM surface preparatory to another construction over it. |
| 6 | Providing and laying of Tack coat using Emulsion Bitumen at the rate of 2.5 Kg per Ten Square Metre over the primed surface preparatory to another construction over it. |
| 7 | Providing and laying 60mm Consolidated thick Dense Bituminous Macadam using 0.40Cu.m of 37.50 - 13.20mm,0.35cum of 13.20 -2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG 30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30ton capacity,conveying the mix by tipper trucks to site,spreading the mix to uniform thickness of 60mm with mechanical paver to the specified grades and cross sections and consolidated by vibratory Roller to the required density etc including labour for attending to paver site etc including hire and fuel chages for 20-30t CMP with bitumen boiler,tipper trucks,paver Finisher,Vibratory roller and all other tools and plant required,including all other incidental charges etc complete as per specifications using CMP as per clause 505 of MORT&H rev 5 |
| 8 | Providing and laying Bituminous Concrete40mm thick using 0.13 cum of 19.00 -9.50mm,0.17cum of 9.50 -2.36mm and 0.26cum of 2.36mm and below with 50.30kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central mix plant 20-30ton capacity,conveying 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 section and consolidated by 8-10 tonne vibratory to the required density etc including labour for attending to paver site etc including hire charges and fuel charges for 20-30 t CMP with bitumen bolier ,tipper trucks,paver finisher ,vibratory roller and all other tools and plants requied including fuel and all other incidental chargesetc complete as per specifications using CMPas per clause 507 of MORTH rev 5 |
| 9 | Providing Footpath cum drainonsides ofService Road |
| 10 | Earthworkexcavation in all classes of soil including kankar except hard rock not requiring blasting anddepositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of Side drain cum footpath. |
| 11 | Plain cement concrete M10 (Nominal mix 1:3:6) using 40mmISS graded HBG 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, including all incidental charges etc complete as per standard specification FOR LEVELLING COURSE BELOW FOUNDATION. |
| 12 | Vibrated Reinforced Cement Concrete M-20 (Nominal Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete FOR BOTTOM SLAB OF THE DRAIN. |
| 13 | Vibrated Reinforced Cement Concrete M-20 (Nominal Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete FOR SIDE WALL OF THE DRAIN. |
| 14 | Vibrated Reinforced Cement Concrete M-25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete FOR RCC COVER SLAB. |
| 15 | Providing and fixing Class I PVC pipes of 100mm dia of required lengths in drain, to drain the water including costs and conveyance of all materials to work site and labour charges for fixing, for drainage arrangement. |
| 16 | Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, |
| 17 | Construction ofPedestrian Subway with Ramps |
| 18 | Earth work excavation in all classes of soils except soft rock not requiring blasting and hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, 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 relevant standard specification for FOUNDATION OF RAFT SLAB ANDRETAININGWALLS. [For Depth upto 2.00m ] |
| 19 | Vibrated cement concrete M15 (Nominal mix 1:2:4) using 20mm ISS HBG metal admixed with 2% suitable water proofing compound including cost and conveyance of allmaterials to site and cost of cement at site including cost of formwork,lead for soft water, labour charges for mixing, transporting laying and curing concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting, rendering the surface smooth etc. complete as per relevant standard specification for BASE COURSE. |
| 20 | Application of two coats of approved water proofing coating over the properly rednered surface of Base Course, outer faces of Retaining wall & Sides of Raft Slab. |
| 21 | Application of Atatic Polypropelene (APP) modified polymeric waterproofing membrane for equivalent of not less than 4 kg/sqm. Consisting of 90 micron high molecular high densty polyethelene film as centre core) over the coating of hot bitumen 85/25 grade (IS:6494 - 1988) at 1.2 kg/sqm applied over the coating of water based bituminous primer and fixing and membrane with min 100mm overlaps, sealing the joints with L.P.G torch complete. |
| 22 | Providing Cement Sand Screed, 1:3 admixed with suitable water proofing compound 50mm thick over the APP membrane including cost and conveyance of all materials to site including cost of cement water proofing compound, soft water, labour charges for curing etc., complete. |
| 23 | Vibrated reinforced cement concrete M30 (Design mix ) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per C1.1704.2 & 1706 of MoRT&H fourth revision 2001 admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, rendering the sides of raft smooth, including all other incidental charges etc., complete for Raft Slab (RETAINING WALLS). |
| 24 | Vibrated reinforced cement concrete M30 (Design mix ) using20mm size ISS HBG graded metal admixed with 2% suitablewater proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, rendering the sides of raft smooth, including all other incidental charges etc., complete for Retaining wall. |
| 25 | Plastering the treated area with cement mortar 1:3 admixed with suitable water proofing compound 12mm thick over the water proofing coating including cost and conveyance of all materials to site including cost of cement water proofing compound, soft water, labour charges for curing etc, complete as per relevant standard specification for RETAINING WALL AND SIDES OF RAFT SLAB. |
| 26 | Brick work in C.M. 1:3 (115 mm thickness) using best quality Seond Class Ground Moulded Chamber Burnt Bricks of size 9”x4?”x2¾\" including cost & conveyance of materials to the site, labour charges and all other incidental charges etc., complete and as directed by the engineer incharge, over APP on the back side of Retaining wall and sides of Raft slab. |
| 27 | Providing and fixing Kraft Paper for full Breadth of seating of deck slab including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc. Complete. |
| 28 | Vibrated reinforced cement concret M30 (Design Mix) using 20 mm size ISS HBG graded metal including cost and conveyance of allmaterials to site and cost of cement at site, but excluding cost andfabrication of steel but including cost of formwork and centering, soft water, labour charges for mixing, transporting, laying curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Deck Slab. |
| 29 | Vibrated reinforced cement concret M40 (Design Mix) using 20 mm size ISS HBG graded metal including cost and conveyance of allmaterials to site and cost of cement at site, but excluding cost andfabrication of steel but including cost of formwork and centering, soft water, labour charges for mixing, transporting, laying curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Crash barrier. |
| 30 | Providing and fixing Class 1 PVC pipes of 110mm dia of required lengths in drains, to drain the water including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete fordrainage arrangement. |
| 31 | Vibrated cement concrete M30 (nominal mix) using 20 mm size ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cement at site inclusive of unloading stacking and storage charges at site including cost of form work, lead for softwater, labour charges for mixing, transporting, laying and curing concrete, working in heights and hire charges for tools and plants and all other incidental charges, etc. complete as per relavant specification for Wearing coat of 75mm uniform thick over Raft slab. |
| 32 | Supply and fabrication of Fe500_D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grils, including over laping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete. |
| 33 | Providing Dewatering Arrangements for Pedestrain Subway with Ramps |
| 34 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads andlifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaning necessary cofferdams, sheeting, shoring, strutting, bracing and their subsequent removal, removal of all logs stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of raft and sump well. |
| 35 | Rate per Cum upto 2.00m |
| 36 | Rate per Cum for 2.0m - 3.0m |
| 37 | Rate per Cum for 3.0m - 4.0m |
| 38 | Rate per Cum for 4.0m - 5.0m |
| 39 | Rate per Cum for 5.0m - 6.0m |
| 40 | Rate per Cum for 6.0m - 7.0m |
| 41 | Rate per Cum for 7.0m - 8.0m |
| 42 | Vibrated plain cement concrete M15 (1:2:4) using 40mm size hard broken granite metal including cost and conveyance of all materials from approved quarry to site and including of cost and conveyance of cement and labour of form work ,centering, labour charges for mixing concrete, transporting ,laying, vibrating, compacting ,curing with all leads for soft potable water, working in all depth including all other incidental charges such as bailing out water, forming, protective bund, coffer dams etc., complete for base course for sump well as per standard specification No.1500, 1700 and 2300. |
| 43 | Vibrated reinforced cement concrete M30 design mix using crushed HBG graded metal of 20mm and below from approved quarry to work site including cost and conveyance of cement but excluding cost and conveyance and fabrication of steel but including cost of labour for form work, centering ,labour charges for mixing concrete, transporting ,laying, vibrating ,compacting, concrete working in all depth curing with all leads for soft potable water including hirerunning and fuel charges for all tools and plants including all other incidental charges such as bailing out water ,forming and maintaining ofprotective bunds coffer dams. including shoring shuttering etc complete for well circular walls. |
| 44 | Vibrated reinforced cement concrete M30 Design mix using crushed IRC HBG graded metal 20mm and below from approved quarry to work site including cost and conveyance of cement but excluding cost and conveyance and fabrication of steel but including cost of labour for form work, centering, labour charges for mixing cement, transporting, laying, vibrating, compacting concrete, working in all depth with all leads for soft potable watr, including hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water,forming and maintaining of protection bunds, coffes dams, including shorting ,strutting etc., complete for floor beam & slab and roof beam and slabs of pump room / sump well. |
| 45 | Brick work in cement mortar 1:5 using best quality Seond Class Ground Moulded Chamber Burnt Bricks of size 9”x4?”x2¾\"including of cost and conveyance of all materials to site labour charges for mixing, watering, with all leads for soft potable water, laying the bricks and watering, curing and all other incidental charges etc., for pump room complete as per standard specification No.1300,2200 of MORT&H. |
| 46 | Plastering with cement mortar 1:5 12mm thick including cost and conveyance of all materials from approved sources of work site including cost of cement and including labour charges for mixing mortar watering, curing with all leads for soft potable water and all other incidental charges for pump room walls etc complete as per standard specification No.1300 and 2200 of Most for side walls. |
| 47 | Plastering with cement mortar 1:3 20mm thick including cost and conveyance of all materials from aproved sources of work site including cost of cement and including labour charges for mixing mortar watering, curing with all leads for soft potable water and all other incidental charges for pump room flooring and roofing etc., complete as per standard specification No.1300 and 2200 of most for flooring and roofing. |
| 48 | Supply and fixing of country wood karimaridu pillai maradu fully panelled three leafwindow of size 1.515m x 1.38m including cost and conveyance of country wood and all others materials and labours for wrought and putup and fixing of fixtures and furnitures from rods / grills in position and all other incidentalcharges complete for pump room windows etc. as per specification and as directed by the departmental officers. |
| 49 | Supply and fabrication of steel required for all RCC items of works involved in the schedule including cost and conveyance of steel to the work site as stipulated in the special conditions appended herewith, including cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and other incidental charge etc, complete for Fe 500 D grade for Circular well,Floor Beams etc. |
| 50 | Supply and fixing of 250 mm dia cast iron pipes across the subway from one collection chamber to the other including cost and conveyance of the pipe and jointing the pipes with lead jointing including cost and conveyance of all materials required for jointing, labour for jointing and fixing the pipe in proper position and all other incidental cahrges etc., complete for horizontal drain pipe from Sumptocollection well. |
| 51 | Supply and fixing of 600 mm dia cast iorn pipes from proposed sump (catch basin) to the collection chamber including cost and conveyance of the pipe and jointing the pipes with the lead jointing including cost and conveyance of all materials required for jointing, labour for jointing and fixing the pipe inproper position and all other incidental charges etc. complete for horizontal drain C.I Pipe from collection well to disposal area. |
| 52 | Fabrication and supply of steel ladder0.45m wide for a vertical depth of 8 m with hand rails with galvanised finish. Ladder made of ISA 65 x 65 x 6 mm angles and ladder steps consist of 16mm of mild steel rod fixed at a distance of 30mm c/c and hand rail made of G.I pipe of 1½\" dia fabrication 65x65x6mm at required places and supporting of hand rail with ISA 65x65x6mmatan interval of 2m c/c including cost of steel fabrication transporting and fixing at site as per the drawing and as per the direction of the departmental officers. |
| 53 | Fabrication and supply of steel rolling shutter 2.00m breadth and 2.10 m height made of 20 gauge steel with both side locks arrangement including the cost of rolling shutter patti steel sheets rotating cast iron wheel, handle for rotating bottom strut with angles, top roller fixing pipe made of cap 1½\" dia steel pipe and square rod and side steel sheet cover arrangments and box type lives to operate the shutter from inside when the shutters are opened including the cost of steel welding charges fabrication charges and erection and fixing charges and all other incidental charges for fixing the rolling shutter in the pump room as per the drawing and as per the direction of the departmental officers. |
| 54 | Fabrication and supply of grating to cover the opening of the sumpwell as per the sketch the outer, made of angle ISA 50x50x5mm and the inner grid made of 12mm of mild steel rod 15 cm c/c on both side direction and one portion of grill with to be made opening type with locking arrangement for inspection including paint finish with one coat of Primer and two coat of enamel paint including cost of steel fabrication charges erection and fixing charges including labour, metal for fixing in position as per the drawing and as per the direction of the departmental officers. |
| 55 | Providing Painting forPedestain subway with Ramps |
| 56 | Painting two coats with approved cement paint over one priming coat of cement paint over Concrete surfaceincluding clearing preparing the surface and curing etc., complete as per standard specifications over Retaining wall, Crash barrier, Pump Room etc. |
| 57 | Providing Road Furnitures for Pedestrain Subway with Ramps |
| 58 | Providing and fixing of retro reflectorised Hazard marker traffic signs made out of High Intensity Prismatic Grade sheeting confirming to Type - IV standards of IRC: 67-2012 and ASTM D 4956 - 09, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm 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 fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm 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 ofIRC: 67-2012. The retro - reflective sheeting shall be covered under 7 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801) |
| 59 | Supplying and installation of Delineators (Roadway indicators, Hazard markers, object markers) 80-100 cm above ground level, painted Black and White in 15cm wide strips, filled with 80:100 mm rectangular of 75mm dia circular reflectorised panels at the top buried or pressed in to the ground and conforming to IRC 79.79 etc., complete (as per MORT & H specification No. 805) |
| 60 | Providing and erecting of Retro Reflectorised Cautionary. Mandatory and Informatory signs(without 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 fixed 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 66 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) |
| 61 | 60cm Circular |
| 62 | 90cm Equilateral Triangle |
| 63 | 60cm x 45cm Rectangular |
| 64 | Supply and fixing of AFF Sheeting flexible prismatic sheeting shall be of 1ft width and laminated the back with a 50 micron thick Aluminium (Al) foil with pressure sensitive adhesive and liner further this flexible prismatic sheeting shall have screen printed arrow /slant line pattern in black colour on top in continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a 1/8th inch mandrel after being conditioned for 24 hrs at 0 degrees and tested as per section $2.2.2 of ASTM, D 4956-09. The AFP sheeting with the linear removed shall be applied with a neoprene contact adhesive with polychloroprene as base viscosity of 200-450 cps and solid content of 20-30% once applied the edges of the product shall be extremely resistant to peel off. A test report from institutes like ARAI/CRR/ conforming to above mentioned flexibility and ASTM D 4956-09 type -vi retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre-qualification and supply of material 2 years Pre- qualification warranty for field performance shall be submitted by the contractor for technical qualification in the tender |
| 65 | Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. |
| 66 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads andlifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaning necessary cofferdams, sheeting, shoring, strutting, bracing and their subsequent removal, removal of all logs stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling, and clearing the site and disposal of all other surplus materials etc. (For Height gauge) |
| 67 | Vibratedcement concrete M20 grade (Nominal Mix)using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications (For Height gauge). |
| 68 | Supply Fabrication and fixing of MS structural steel such as ISMB Beams etc as shown in the drawing,including the cost of steel, fabrication, transportation, painting with primer and enamel paint and fixing at site as directed by Engineer complete as per relevent standard specification. (For Height gauge) |
| 69 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 70 | Basic cost of value put to tender as per estimate |
| 71 | Add GST at 18% |
| 72 | Total Value put to Tender |
| 73 | Differnce Amount (Excess/less) |
| 74 | Quoted Amount (Basic Rate Only) |
| 75 | Add GST at 18% of Quoted Amount |
| 76 | Total Value of Quoted Amount including 18% of GST |
| 77 | Basic cost of value put to tender as per Estimate |
| 78 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
