Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Design, Engineering, Finance, Construction, Improvement, Operation, and Maintenance of Trichy-Karur Section from Km135.800 (excluding Lalapet ROB) to Km218.028 of National Highway No. 67 (NH-67) in the State of Tamil Nadu under NHDP Phase IIIA on a Build, Operate, Transfer (BOT) basis. Package No NHDPIII/BOT-I/TN/02 Name of the Concessionaire TK Toll Road Pvt. Ltd., Name of Independent Engineer Upham International Corporation & Quest Engineers and Consultants Pvt. Ltd., COST ESTIMATE FOR VUP CONSTRUCTION OF VUP AT KM.215+100 OF KODANGIPPATTI ON TRICHY TO KARUR ROAD NH67 S.No Description No's AmountIn Crs. Remarks |
| 2 | Construction of VUP (20.00 m x 5.50 m ) |
| 3 | Main Carriage way works for VUP |
| 4 | Construction of RE wall for VUP Approaches |
| 5 | Service Road for VUP |
| 6 | Reconstruction of Box culvert at Km.215+040 & 215+160 and Widening of Box Culverts at Km.214+850 |
| 7 | Construction of side drain with cover slab |
| 8 | Improvement to Junction |
| 9 | Lighting arangements inside VUP & over the VUP |
| 10 | Shifting of TWAD Pipe line @ Km 215+200 |
| 11 | Shifting of HT Tower line |
| 12 | Shifting of Bus Shelter 2 Nos |
| 13 | Well filling LHS (10.50X12.50X6m) |
| 14 | Cost of design and detailed drawing |
| 15 | Contingency @ 2.5% |
| 16 | Labour Charges @ 1 % Grand Total = 23 (Or) 35 Crores Trichy- Madurai Section On NH- 38 (45B) Abstract Estimate for Black Spot Blackspot Improvement Sl No Description Amount (Rs) Remarks Black spot ID Location KM 1.0 Cost for Black Spot ID: TN-02-224 Km.11+500 to 12+000 2313442.721 2.0 Cost for Black Spot ID: TN-02-97 Km. 12+500 to 13+000 6039200.7 8352643.421 3.0 Cost for Black Spot ID: TN-02-601 Km.92+600 to 92+700 13014241.9013569 21366885.322356902 I Total Civil Work 21366885.322356902 213668.85322356902 II Add GST 12% 2564026.2386828284 III Add contigency 2.8% 598272.7890259932 IV Add Labour cess @ 1% 213668.85322356902 V Add utility shifting 1000000.0 Total Cost (I+II+III+IV) 25742853.203289293 Grand Total Cost (in INR.) 25742853.203289293 Say 2.5742853203289293 Crores Trichy- Madurai Section On NH- 38 Cost Estimate for Black Spot Blackspot Improvement Cost for Black Spot location Km.11+500 to 12+000 Sl No Description Amount (Rs) Remarks 1.0 Cost for Black Spot ID:TN-02-224 2313442.721 I Total Civil Work 2313442.721 II Add GST 12% 277613.12652 III Add contigency 2.8% 64776.39618799999 IV Add Labour cess @ 1% 23134.427209999998 Total Cost (I+II+III+IV) 2678966.670918 Grand Total Cost (in INR.) 2678966.670918 Cost for Black Spot location Km. 12+500 to 13+000 Sl No Description Amount (Rs) Remarks 1.0 Cost for Black Spot ID:TN-02-97 6039200.7 I Total Civil Work 6039200.7 II Add GST 12% 724704.084 III Add contigency 2.8% 169097.61959999998 IV Add Labour cess @ 1% 60392.007000000005 Total Cost (I+II+III+IV) 6993394.4106 Grand Total Cost (in INR.) 6993394.4106 Cost for Black Spot location Km.92+000 to 92+700 Sl No Description Amount (Rs) Remarks 1.0 Cost for Black Spot ID:TN-02-601 13014241.9013569 I Total Civil Work 13014241.9013569 II Add GST 12% 1561709.028162828 III Add contigency 2.8% 364398.7732379932 IV Add Labour cess @ 1% 130142.419013569 Total Cost (I+II+III+IV) 15070492.12177129 Grand Total Cost (in INR.) 15070492.12177129 Item No Description of work Unit TN-(02)-224 TN-(02)-97 TN-(02)-191 TN-(02)-062 TN-(02)-331 TN-(02)-137 TN-(02)-332 TN-(02)-413 TN-(02)-601 TN-(02)-414 TN-(02)-546 TN-(02)-193 Rate Quantity Amount Remarks Structural works QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount QTY Amount 1.0 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, as per Technical specifications clauses 304,309 cum 23 23 23 23 905.16 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.1.B I 2.0 Providing and laying PCC M 15 grade for leveling course, including centering and shuttering all complete as per drawing and Technical specifications. cum 23 23 23 23 91.716 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.9 3.0 Providing and laying PCC M 20 grade fo rhead wall, curtain wall including centering and shuttering all complete as per drawing and Technical specifications. cum 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.10 4.0 Reinforced Cement Concrete M25 in substructure with crushed stone aggregates 20mm nominal size mechanically mixed, placed in sub structure and compacted by vibrator including curing for 14 days cum 23 23 23 23 360.0 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.44(a) 5.0 Reinforced Cement Concrete M30 in substructure with crushed stone aggregates 20mm nominal size mechanically mixed, placed in sub structure and compacted by vibrator including curing for 14 days cum 23 23 23 23 175.18214 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.46(a) 6.0 Providing , laying and jointing NP4 (as per IS:458) Hume pipes for culverts, complete as per Technical Specification Section 2900 and IRC Special Publication No.13. cum 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.109(b+c) 7.0 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. cum 23 23 23 23 45.36 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.53 8.0 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 23 23 23 23 16.8 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.77 9.0 Reinforced cement concrete approach slabM30 including reinforcement and formwork complete as per drawing and Technical specification 1600,1500&1700,2704 cum 23 23 23 23 33.6 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.78 10.0 150mm dia PVC Pipe in drain Rm 0.0 0.0 0.0 0.0 240.0 32179.200000000004 0.0 0.0 0.0 23 23 0.0 0.0 0.0 134.08 23 23 11.0 Supplying, fixing and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ii For sub structure MT 23 23 23 23 33.6827498 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.49 Highway works 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees firth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. Hec 23 23 23 23 23 1.0699999999999998 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.2.3 II (A) 13.0 Milling Operation. Mill so the finished surface is free from gouges, grooves, ridges and in accordance with the surface tolerancerequirements of Section 401.3(k), or as directed. Removemilled material, as specified, immediately after the millingoperations to facilitate traffic control. Use care to remove theexisting bituminous material around all utility facilities within the work areas. Repair or replace, to the satisfaction of the utility owner, utility facilities which are damaged by the milling operation. Control the rate of milling to avoid tearing of the mat, resulting in chunky and non-uniformly milled material. Separate oversize and chunky milled material as directed. Keep the milled pavement surface free of all loose materials and dust. The Contractor shall use water as necessary to minimize airborne dust Sqm 0.0 23 23 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70.0 0.0 Market Rate 14.0 Dismantling of BT : Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately cum 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.2.5(ii) A 15.0 Excavation for roadway in soil by mechanical means including loading cutting and pushing the earth to site of embankment upto a distance of 100 metres [average lead 50 metres], including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections: cum 23 23 23 23 23 1200.0 23 23 23 23 23 23 23 23 23 23 Road Data S.No.3.3 16.0 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification cum 23 23 23 23 23 4745.0 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.3.16 17.0 Construction of sub grade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification cum 23 23 23 23 23 23 1731.0 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.3.18 18.0 Granular Sub-Base with Coarse Graded Material (Table:- 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.) cum 23 23 23 23 23 23 1327.1000000000001 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.4.1(A) 19.0 Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406. cum 23 23 23 23 23 23 1085.0 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.10 20.0 Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means sqm 23 23 23 23 23 23 4340.0 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.5.1 21.0 Providing and applying tack coat with Bitumen emulsion RS-1 using pressure distributor at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. sqm 23 23 23 23 23 23 5040.0 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.5.2 22.0 Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. cum 23 23 23 23 23 23 260.4 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.5.6 23.0 Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects. cum 23 23 23 23 23 23 187.6 23 23 23 23 23 23 23 23 23 23 23 23 23 Road Data S.No.5.8 24.0 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Rm 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 Bridge Data S.No.103 25.0 Painting two coats after filling the surface with sysnthatic enamal paint in all shades on new plastered concrete surfaces and as directed by the Engineer. sqm 23 23 23 23 23 23 17.584 23 23 23 23 23 23 23 23 23 23 23 23 23 26.0 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As per 174th BOE i Information boards area having more than 0.9sqm Sqm 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11046.0 0.0 0.0 ii Information boards area having less than 0.9sqm sqm 0.0 0.0 0.0 0.0 3.3 35527.799999999996 0.0 0.0 0.0 23 23 0.0 0.0 0.0 10766.0 23 23 iii Cautionary boards Nos 0.0 0.0 0.0 0.0 4.0 21492.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5373.0 21496.0 115498008.0 iv Speed Limit boards (60 cm circular) Nos 0.0 0.0 0.0 0.0 2.0 9834.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 4917.0 23 23 v Stop Sign Nos 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7658.0 0.0 0.0 27.0 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflector zing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes complete as per drawings and technical specification clause 803. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As per 174th BOE a) Lane/Centre Line/edge line/transverse marking and any other marking sqm 23 23 23 23 0.0 0.0 270.3 227322.30000000002 0.0 0.0 0.0 23 23 0.0 23 23 0.0 841.0 23 23 As per 174th BOE b) Directional Arrows, lettering etc. as per Drg. No.61 of MoRT&H Type “Design for Inter-sections on National Highways”. Nos 0.0 0.0 0.0 0.0 12.0 14400.0 0.0 0.0 0.0 23 23 0.0 23 23 0.0 1200.0 23 23 As per 169th BOE 28.0 Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 No. 23 23 23 23 0.0 0.0 50.0 20700.0 0.0 0.0 0.0 23 23 0.0 23 23 0.0 414.0 23 23 As per 174th BOE 29.0 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As per 174th BOE a) Cautionary/Warning Signs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 4954.0 23 23 b))Hazard Markers 0.0 0.0 0.0 0.0 2.0 6684.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 3342.0 23 23 c)Object Hazards Markers 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 4086.0 23 23 d) Side road sign 0.0 0.0 0.0 0.0 2.0 9524.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 4762.0 23 23 30.0 Supplying and installation of delineators (Roadway indicators) 95 cm high above ground level of total length 135 cm. painted black and white in 15cm wide strips fitted with 3 nos. rectangular micro prismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm X 100 mm one in each black strip duly riveted in the rectangular tubular section facing direction of traffic. Rectangular Tubular section of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of the delineator is encased all around with steel welded wire mesh of thickness 2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the drawing. The welded wire mesh is painted with two coats synthetic enamel white paint after applying two coat red oxide primer. The delineator is embedded in M-15 cement concrete in pit size 300 mm X 300 mm X 450 mm. The rate quoted is for the complete job as per Drawing and direction of Engineer. Two Years Warranty Certificate for vertical Delineator for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to mechanical properties shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge. Nos 0.0 0.0 0.0 0.0 20.0 44300.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2215.0 0.0 As per 174th BOE Metal Beam Crash Barrier Type - A, \\"w\\" Double Guard 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.80m high, comprising of 3mm thick wall\\"W\\" beams posts and spacer chamers shall be made by cold roll forming using HR conform to IS 5956 F 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 95mm above road / ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground, All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer Rmt 0.0 0.0 0.0 0.0 600.0 3518400.0 0.0 0.0 0.0 23 23 0.0 23 23 0.0 5864.0 23 23 As per 174th BOE 31.0 Electrical blinker 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Supplying and installation of Multi colour LED electrical blinkers which includes 4'' dia 3mm thick cantilever ''L'' type pole 2 nos, 3'' dia 2.5mm thick advance pole 6 nos, 300 mm dia Red blinker lights 8nos and high frequency flashing Red/White/Blue lights 3 set 2nos , LED Delineators Red/White/Blue 8 nos with wires clamps and high frequency flashing circuit box and including incidental charges etc complete. Nos. 23 23 23 23 23 23 1.0 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 Market Rate 32.0 Provision of High Mast light: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Supply, installation, testing and commissioning of lanternlowering type high mast of 20m height, hot dip galvanisedcomplete with lowering / raising gear, galvanised lanterncarriage, steel wire rope suitable size, internal electrical cable,electrical control panel, earthing terminal, providing thefoundation with suitable anchor plates, feeder pillar,connecting cables between the masts, earthing includingsupply of light lamps, fixtures similar to Philips cat No.RVP301 or equivalent, obstruction lights, etc. complete asrequired for achieving the desired lighting levels. Nos 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Market Rate i Provision of High Mast light at Km.18+000 to 18+500 Nos 0.0 0.0 23 23 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1262554.7 23 23 ii Provision of High Mast light at Km.43+250 to 43+750 Nos 0.0 0.0 0.0 23 23 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1245450.8 23 23 iii Provision of High Mast light at Km.50+250 to 50+750 Nos 0.0 0.0 0.0 0.0 1.0 1262554.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1262554.7 1262555.7 1594045633046.7898 iv Provision of High Mast light at Km.51+500 to 52+000 Nos 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 0.0 0.0 0.0 1191313.2 23 23 v Provision of High Mast light at Km.54+050 to 54+550 Nos 0.0 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 0.0 0.0 1262554.7 23 23 vi Provision of High Mast light at Km.81+000 to 81+100 Nos 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 0.0 0.0 1245450.8 23 23 vii Provision of High Mast light at Km.96+000 to 96+100 Nos 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 23 0.0 0.0 1245450.8 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 13014241.9013569 23 23 23 23 23 23 NATIONAL HIGHWAYS AUTHORITY OF INDIA, PIU-KARAIKUDI. Construction of a Toilet Block and 6 Nos. Highway Nest Mini at Toll Plazas in the State of Tamil Nadu under the Jurisdiction of PIU Karaikudi on an Item Rate Basis Proforma for quoting the rates Name of the Contractor S. No. Name of component Estimated cost (Rs.)[Excluding GST] percentage [above or below] to the estimated cost {Select Dropdown \\"Above or Below\\"} Percentage (% ) in Figures Quoted Amount in Rs. [Excluding GST] |
| 17 | Construction of a Toilet Block and 6 Nos. Highway Nest Mini at Toll Plazas in the State of Tamil Nadu under the Jurisdiction of PIU Karaikudi on an Item Rate Basis Total Cost 0.0 Below **Note: |
| 18 | Only three cells highlighted are editable |
| 19 | In the blue highlighted cell, select any one option available in drop down i.e. Above/Below |
| 20 | In the yellow highlighted cell, one should quote their rates in terms of % (percentage). |
| 21 | In green highlighted cell, one should mention their agency name. |
| 22 | The price bid should be in .xls format only for uploading. |
| 23 | Rate filled at any other place in the document shall not be considered. |
| 24 | No condition shall be accepted. NATIONAL HIGHWAYS AUTHORITY OF INDIA Construction of a Toilet Block and 6 Nos. Highway Nest Mini at Toll Plazas in the State of Tamil Nadu under the Jurisdiction of PIU Karaikudi on an Item Rate Basis BOQ NO ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.) For Thanjavur-Pudukkottai & Thirumayam-Manamadurai section of NH-36 A- Civil Works I Foundation/ Earth Work |
| 25 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 26 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 27 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 28 | Supplying and filling basement with conveyed earth from 10km including all other incidental charges and as directed by Engineer |
| 29 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, remmed and consolidated etc. complete complying with standard specification and as directed by the department officers including all other incidental charges and as directed by Engineer. |
| 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications a PCC Grade M15 Cum 0.51 7419.61 3784.0011 b RCC Grade M20 Cum 1.3763400000000003 8157.45 11227.424733000002 c RCC Grade M20 Using Concrete Mixer Cum 6.766520000000001 8157.45 55197.54857400001 |
| 31 | Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer |
| 32 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 33 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications |
| 34 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 35 | Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer |
| 36 | Providing and placing of 20mm thick brick jelly as per drawing as directed by the engineer. II Sub Structures |
| 37 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 Cum 7.062840000000001 8134.0 57449.140560000014 |
| 38 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 39 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications |
| 40 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 41 | Washing of plastered surface with soap, soda and water (or) with soda lime, brush and water (Primer ) |
| 42 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint including damp proof in all shades on new plastered concrete surfaces) III Super Structures |
| 43 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification a RCC Grade M 20 Using Concrete Mixer Height up to 5m Cum 16.530199999999997 8784.0 145201.27679999996 |
| 44 | Providing and laying Cement concrete Weathering/wearing coat M-20 grade including reinforcement complete as per drawing and Technical Specifications |
| 45 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 46 | Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer IV- Steel works |
| 47 | Manufacturing, Supplying and Fixing of Stainless Steel Handrails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete as directed including all other incidental charges and as directed by Engineer. |
| 48 | Supply , erection & fixing of structural steel works for Pre-painted Galvanized Iron Windows (Semi Air Tight Model) with Grill and Glass rates including primer and two coat of enamael paint including all other incidental charges and as directed by Engineer Grill on OTS (top) Sqm 4.92 5151.0 25342.92 V- Furnituress and Fixtures |
| 49 | Providing and fixing in position Colour anodized Aluminum doors, partitions fabricated with Aluminum extruded Indal/Jindal/Bhoruka sections of weight specified in the drawing including necessary holdfasts, all fixtures and fastenings of minimum 5mm thick float glass at top and 8mm thick bison lam at bottom fixed with gasket felt and Aluminum beading,etc including all other incidental charges and as directed by Engineer |
| 50 | FRP Door Sutter with FRP Door Frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by the Engineer |
| 51 | Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black color) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work |
| 52 | Supplying and fixing of Mirror size 1000 x 780mm with necessary fittings including all other incidental charges and as directed by Engineer |
| 53 | Supplying and fixing cp Paper holder- fixing with necessary screws, located in toilet area complete including all other incidental charges and as directed by Engineer |
| 54 | Providing and fixing of 18W Crystal Glass LED Tube Light Fitting with all screws, nuts, scaffolding, etc as directed by the Engineer. |
| 55 | Providing and fixing of 15 watts LED tube light with all screws, holder, nuts, scaffolding, etc as directed by the Engineer. |
| 56 | Providing and fixing of AC Exhaust Fan 225mm (9\\") Sweep (Light Duty) as directed by the Engineer |
| 57 | Supply and erection of UPS with capacity of 7.5 KVA with one non 75AH tubular battery including wiring, connection etc, with best brand available in the market with warranty of 3 years the warranty shall be named in the client name as directed by the Engineer. |
| 58 | Providing and laying 18mm thick machine cut and machine polished granite slab with brand of Hassan green/Kashmir white/blue pearl of approved uniform shade, matching grains and size in white cement slurry of approved size and color in flooring over a bed of minimum 20mm (minimum) thickness in CM 1:5 including all other incidental charges as directed by Engineer. VI- Tiles and Sanitories |
| 59 | Providing & laying anti skid vitrified ceramic tile of 305mmx305mmx 6mm or approved size for flooring including all other incidental charges and as directed by Engineer |
| 60 | Providing and laying Weathering Course with Concrete Broken Brick Jelly of 20mm size complete as per drawing and Technical Specifications |
| 61 | EWC water closet with concealed tank with brand of Parryware/ Hindware including all other incidental charges and as directed by Engineer |
| 62 | IWC water closet with slimline tank with brand of Parryware/ Hindware including all other incidental charges and as directed by Engineer |
| 63 | BiB cock with Flange CP (Two Way Bib Cock with Health Faucet) |
| 64 | Stainless Steel Health Faucet |
| 65 | Supplying and fixing of White Glazed Porcelain Oval Shape Special Type Urinal of size 382 x 398 x 601mm |
| 66 | Supplying and fixing cp Towel rod- fixing with necessary screws, located in shower area etc., complete including all other incidental charges and as directed by Engineer |
| 67 | Providing and fixing of UPC fiber/Hilux sheet 10mm thick in tile finished wall for separation of urinal faucet with all cutting, holding, pasting etc as directed by the Engineer. (Using Hilux Board Plain Sheets (10mm thick)) |
| 68 | Providing and installation of stainless steel pedestal dust bin with top cover operable system as directed by the Engineer. |
| 69 | Supplying and fixing of Oval Shape Wash Hand Basin of size 560 x 450mm VII- Water and Electricity |
| 70 | Providing and drilling of bore well 150 mm dia including boring all classes of soil, soft rock & hard rock with 150 mm PVC encasing pipe required from 12m to 20m depth all other incidental charges and as directed by Engineer |
| 71 | Procurement of Electricity power supply new connection from the TNEB in the name of client as directed by the Engineer including all Registration charges (Will be paid as per actual on production of receipts) including all other incidental charges and as directed by the engineer. |
| 72 | Supply and providing 1000 litres capacity Priming Tank made up of PVC. Make: SINTEX / EQUIVALENTand as directed by Engineer VIII- Plumbing and Electricals |
| 73 | Providing and laying of 3.5 core 25 sqmm UG Cable with PVC Pipe 100 mm dia for EB pole to SWB toilet as directed by the Engineer. |
| 74 | Providing and fixing SITC of 415V with wall mounted fittings, vermin proof out door type made out of 14 SWG MS sheet complete with bus bar (150 A TPN), danger notice board Volt meter, Amp & Volt meter with selector switch, indicating lamps outgoing connector.with MCCB,MCBs with all accessories conforming to the TNEB specifications as directed by the department. |
| 75 | Wiring with 2.0 Sqmm (22/0.3) PVC insulated unsheathed SC Cu. Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3 mm thick hylum sheet cover with TW switch box and 5A F.T.switch and making good of the concealed portion with suitable color for PVC concealed light point For Rooms Like Bath , Toilet & Pump room etc.. |
| 76 | Earthling arrangements with GI Earth Plate including charcoal and salt with necessary excavation in all soils and to full depth as may be required and masonry work, re-filling the sides of foundation with excavated earth as per the standard specification and as directed by the Departmental Officers. |
| 77 | Provision for plumbing works in all respect water line connection from overhead tank to toilets, washbashin,etc as per requirement of site condition including all the materials of pipes, coupling, elbow, tee, bend, jointing paste, sealer, with man power of labour, plumber, fitter etc as directed by the Engineer |
| 78 | Painting of Two Coats Damp proof coat with interval minimum 4 hrs as per IS code 3067:1998 on new constructed brick wall Surfaces as directed by the Engineer. |
| 79 | Providing and fixing of Cuddapah Slab 38 / 40mm Thick stone size of 1.7m lengthx1m width in main wall of septic tank including cutting of existing brick wall as per drawing as directed by the engineer |
| 80 | Providing and fixing PVC mould CI Steps for Sump including all packing's, grouting etc.. as directed by the engineer. |
| 81 | Providing and fixing PVC/HDPE Pipe conforming to IS13592 Type A including all jointing seal, with suitable bend, elbow, T etc as per drawing as directed by the engineer. a 160mm dia RM 25.0 4345.0 108625.0 b 110mm dia RM 13.0 1015.0 13195.0 c 75mm dia RM 11.0 878.0 9658.0 |
| 82 | Erection and fixing of MS/SFRC (steel fiber reinforced cover) manholes size of 600mm x 600mm with openable condition as directed by the engineer. |
| 83 | Providing and fixing of retro-reflectorised direction and place identification sign of area exceeding 0.9 sqm as per clause 801 of MORTH Specifications for Roads & Bridge Works (5th Revision) and IRC: 67 made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro-reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. Retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Bridge Works. The sign shall be fixed over back support frame of minimum 40x40x 5mm Angle Frame. Retro-reflective sheet shall be fixed on substrate with Pressure Adhesive. The substrate shall be firmly riveted on angle frame @200mm spacing with aluminium pop rivets using Pneumatic guns. The Angle frame shall be firmly fixed with high strength Bolts, washers & nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Signs shall be supported on two or more Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Adequate bracing shall be provided to hold firmly GI support pipes. The sign supports shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawling. All Components of signs and supports including angle frame, bolts, nuts, washers, etc., other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Altemate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around Gl posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders shall be digitally printed confirming to clause 6.8 of IRC 67. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type X retro reflective sheeting from the manufacturer conforming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of Govemment test reports from laboratory/Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with essential equipment in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvantzing plant etc. The išgency shall submit road sign installation drawing in Kmz file for approval before Installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other detalls as mentioned In IRC 67 annexure VII, complete in all respects. The sign supports and its foundation detalls are indicative. These may be Increased for areas having higher wind Nelocities like in coastal areas. This is applicable to all road signs and directions boards. (Board of size 1.20 m x 0.90 m) IX - Paver Block Paver block |
| 84 | Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer B - Highway Nest mini |
| 85 | Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness |
| 86 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal up to 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m) |
| 87 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material 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) |
| 88 | 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 ) |
| 89 | Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer C Kiosks for sale of packaged food items Nos 2.0 450000.0 900000.0 D Water ATM/Dispenser for drinking water unit along with requisite accessories Nos 2.0 255000.0 510000.0 For Karaikudi-Ramanathapuram section of NH-536 A- Highway Nest mini |
| 90 | Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness |
| 91 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 92 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material 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) |
| 93 | 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 ) |
| 94 | Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer B Kiosks for sale of packaged food items Nos 4.0 450000.0 1800000.0 C Water ATM/Dispenser for drinking water Unit along with requisite accessories Nos 4.0 255000.0 1020000.0 Grand total 12453346.234159859 Proposed construction of VUP @ Km.215+100 of Trichy - Karur road (NH67) @ Kodangipatty Lead details Sand for Mixer Machine Km.193+400 - Km.215+100 = 21.70 Km or 22 Km Sand for Batching Plant = 193+400 - Km.218+028 (299+430 ) to (295+630)+16 = 24.62 + 3.8 +16 = 44.42 (or) 44 Km Aggregate from Punnam Chatram Mixer Machine = 17+295+63 to 299+43)+218+028 to 215+100= 17+3.8+2.93=23.73 Km (or) 24 Km Aggregate for Batching Plant = 10 Km Cement to site (Mixer Machine) = 5 Km Cement for Batching Plant : Supplied @ Plant itself Steel from Karur to site = 5 Km Lead for Transit Mixer from RMC Plant to site= 16+(Km.295+630 to Km.299+430)+(Km.218+028 to Km.215+100)=22.73 or 23 Km Aggregate for HMP from Aggregate source = 17+ (Km.295+630 to Km.241+500)+7 = 78.13 Km (or) 78.00 Km. HMP Plant to site or Tipper lead = 7+ (Km.241+500 to Km.299.43)+ (Km. 218.028 -Km. 215.100) = 67.86or 68 Km Borrow Earth lead = 30 Km Gravel = 30 Km Mastic Asphalt Sr No Ref. to MoRTH Spec. Description Unit Quantity Rate Rs Cost Rs Remarks/ Input ref. |
| 95 | 515.0 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.-2 tonnes a) Labour Mate day 0.44 23 23 Rates as per HD SOR S.No 3 Mazdoor day 10.0 23 23 Rates as per HD SOR S.No 2 Mazdoor skilled day 1.0 23 23 Rates as per HD SOR S.No 1 b) Machinery Mechanical broom @ 1250 sqm per hour hour 0.06 23 23 Rates as per Hire Charges for Machineries S.No 15 Air compressor 250 cfm hour 0.06 23 23 Rates as per Hire Charges for Machineries S.No 13 Mastic cooker 1 tonne capacity hour 6.0 49.56 297.36 Bitumen boiler 1500 litres capacity hour 6.0 158.58 951.48 Tractor for towing and positioning of mastic cooker and bitumen boiler hour 1.0 23 23 Rates as per Hire Charges for Machineries S.No 10 c) Material Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per cent . Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 tonne 0.204 23 23 Rate as per Market ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 cum 0.39 23 23 iii) Lime stone dust filler with calcium content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 tonne 0.36 23 23 iv) Coarse aggregates 6.3 mm to 13.2 mm @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 cum 0.55 23 23 v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance = 35 x 0.005/10 = 0.018 cum 0.018 23 23 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg kg 0.5 23 23 d) Overhead charges @ 10% on (a+b+c) 23 e) Contractor's profit @ 10% on (a+b+c+d) 23 Cost for 35.00 sqm = a+b+c+d+e 23 Rate per sqm = (a+b+c+d+e)/35 23 say 23 13.20 mm 1388.6 23 11.20 mm 1010.5 23 6.70 mm 803.83 23 6.00 mm 803.83 23 23 /4 Rate = 23 |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
