View Bid Results For Land Surveying Instruments Tenders

We found 12 Bid Results related to land surveying instruments tenders. You can find Contractor details who won land surveying instruments tenders along with contract details in Bid awards announcements section.

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Showing 1–1 of 12 tenders matching your filters
1.
Educational and Research Institute #9580819 AOC
Bids Are Invited For Lab Equipment Total Quantity : 212; Solar Cell, Photo Diode, LED, LDR, Tunnel Diode, JFET, Rubber Poison Ratio Apparatus, Single State Transistor Amplifier, Wein Bridge Oscillator, Single Stage Transformer Amplifier, Zener Diode, Analog to Digital Converter, Digital to Analog Converter, Binary Counter, Digital IC Trainer, Logic Gate Trainer, Linear IC Trainer, Regulated Power Supply Using IC723, TLC Plates with Chamber Thin Layer, Student Microscope, Binocular Microscope, Colony Counter, Centrifuge Machine, Electronic Balance, Ganong’s Potometer, Ganong’s Respirometer, Willmott’s Bubbler, Water Bath, Autoclaves, Rotary Microtome with Accessories, Refrigerator, Vertical Laboratory Autoclave 35 Liters, GPS Global Positioning System, Prismatic Compass Complete Set, Modern Survey Instrument Box, Survey Drawing Instrument Box, Bosch GOL 32 D AUTO BT160, Automatic Level Instrument for Levelling, Specific Gravity Glass Hydrometers, SOKIA AUTO LEVEL, Survey Tools and Equipment Kits, Land Surveying Tools, Topographical Surveying Sheets, Geo Tracing Table with Frosted Glass, Brass Maine Sextant Compass, Engineering Drawing Geometry Box, Generic Aluminum Tripod, Garmin eTrex 10x GPS Multicolor, Survey Umbrella Total Station Tilting, Digital Automatic Weather Station, Weight Machine, Microscope, Idli Maker Steamer, Wax Machine, Electric Baking Oven, Microwave Oven, BP Machine, Induction Stove, Pizza Maker, Mixer Machine, Sewing Machine.
Contract Date: Ref. Documents Contract Value : 13.44 Lakh
Local Bodies No of Bidders 3
Madhya Pradesh View Result →
2.
Road Transport and Highways #9414801 Technical Bid
Tender For Maintenance And Repair To All National Highways Under Jurisdiction Of National Highway Division Rajkot For Civil Work.; 1 Embankment Construction with Material Obtained from Borrow Pits (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)[NH SOR 23-24, It. No. 3.16] 2 Construction of sub-grade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2[NH SOR 23-24, It. No. 3.18] 3 Providing, laying, spreading and compacting specified G.S.B. close graded (C.B.R. not less than 30 %) or any other course materials in sub grade incl. carriage of material spreading in uniform layers with manually on a prepared base and compacting with power road roller to achieve the density including all materials, labour and lighting, guarding, barricading including maintenance of diversion etc. complete. Use for new construction. (As per R. A.) 4 Supplying & stacking of machine crushed metal of stone aggregates below 5mm (As per R. A.) 5 Supplying & stacking of machine crushed metal of stone aggregates 5 mm to 10 mm. (As per R. A.) 6 Supplying & stacking of machine crushed metal of stone aggregates 13.2 mm to 10 mm. (As per R. A.) 7 Supplying & stacking of machine crushed metal of stone aggregates 20 mm to 10 mm. (As per R. A.) 8 Supplying & stacking of machine crushed metal of stone aggregates 19 mm to 37.5 mm. (As per R. A.) 9 Spreading the murrum, coarse sand, fine sand, granular materials on road site in required layers as per the instruction of the Engineer – in – charge. State R&B SOR 2023-24 I.No. 26020-A 10 Spreading the black trap quarry spalls, hand broken metal, crushed metal etc. on road site in required layers as per the instruction of the Engineer – in – charge. State R&B SOR 2023-24 I.No. 26018-A 11 Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) [As Per RA atteched][As per R. A.] 12 5th kilometre stone (precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] 13 Ordinary Kilometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] 14 Hectometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] 15 Providing and fixing guard stone as per I.R.C. type design including white washingetc. complete.(i) Fixing in Earth[StateSOR 23-24, It. no. 26045A, 26.88] 16 Providing and fixing guard stone as per I.R.C. type design including white washingetc. complete.(ii) Fixing in C.C. 1:5:10[StateSOR 23-24, It. no. 26045B, 26.88] 17 Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth[StateSOR 23-24, It. no. 26053A] 18 Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10[StateSOR 23-24, It. no. 26053B] 19 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)[NH SOR 23-24, It. No. 8.16 ] 20 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.[NH SOR 23-24, It. No. 2.3 i](i) by manual means in area of light jungle. 21 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.[NH SOR 23-24, It. No. 2.3 i](ii) by manual means in area of thorny jungle. 22 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.(i) by mechanical means (JCB) in area of light jungle.[NH SOR 23-24, It. No. 2.3, ii] 23 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.(ii) by mechanical means (JCB) in area of throny jungle.[NH SOR 23-24, It. No. 2.3, ii] 24 Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc. (ii) Black top surface.[StateSOR 23-24, It. no. 26023B, 26.34] 25 Hire charges for Backhoe-loader 1 cum bucket capacity / JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc.[NH SOR 23-24, I No. P&M 5003] 26 Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc.[NH SOR 23-24, P&M 12001] 27 Hire charges for tipper 5.5 cum capacity, transportation of soil,GSB, WMM, Hot mix etc.[NH SOR 23-24, P&M 6004] 28 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)[NH SOR 23-24, It. No.10.2 ] 29 Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)[NH SOR 23-24, It. No.10.3 ] 30 Supplying labour at site of work for different type of work as directed (with tools and plants) [as per RA attached] 31 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.) Ordinary soil ,Manual Means , upto 3 m depth[NH SOR 23-24,It. No. 12.1 (I) A-(i) ] 32 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.) Ordinary rock (not requiring blasting) ,Manual Means , upto 3 m depth[NH SOR 23-24,It. No. 12.1(II) A (i)] 33 Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 Rmt.s.)[NH SOR 23-24,It. No. 3.1] 34 Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 Rmt.s )[NH SOR 23-24,It. No. 3.2] 35 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)[NH SOR 23-24, It. No. 12.4] 36 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15[NH SOR 23-24, It. No. 12.8.A, Case II] 37 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20[NH SOR 23-24, It. No. 12.8.B, Case II] 38 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20[NH SOR 23-24, It. No. 12.8.C, Case II] 39 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(a) 1000 mm dia[NH SOR 23-24, It. No. 9.4 A] 40 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(b) 1200 mm dia[NH SOR 23-24, It. No. 9.4 B] 41 Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (a) 1000 mm dia[NH SOR 23-24, It. No. 9.5 A] 42 Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (b) 1200 mm dia[NH SOR 23-24, It. No. 9.5 B] 43 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A) PCC Grade M15 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (A) (p)] 44 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (B) PCC Grade M20 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (B) (p)] 45 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (C) PCC Grade M25 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (C) (p) ] 46 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (E) (p) ] 47 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (q) Height 5m to 10m[NH SOR 23-24, It. No. 13.5 (E) (q) ] 48 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25(p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (F) (p) ] 49 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 (q) Height 5m to 10m [NH SOR 23-24, It. No. 13.5 (F) (q) ] 50 Supplying, fitting and placing TMT bar Fe 550D reinforcement complete as per drawing and technical specifications[NH SOR 23-24, It. No. 9.16 ] 51 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications[NH SOR 23-24, It. No. 13.8] 52 Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification [NH SOR 23-24, It. No.13.9 ]Granular material 53 Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification [NH SOR 23-24, It. No.13.9 ]Sandy material 54 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (A)RCC Grade M20, Using Concrete Mixer (p) Height upto 5m[NH SOR 23-24, It. No.14.1 A (i) (p) ] 55 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (B)RCC Grade M25 (Case I)Using Concrete Mixer (p) Height upto 5m[NH SOR 23-24, It. No.14.1 B (i) (p)] 56 Supplying, fitting and placing TMT bar Fe 550D reinforcement in super-structure complete as per drawing and technical specifications [NH SOR 23-24, It. No. 14.2] 57 Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12 mm,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications.[NH SOR 23-24, It. No. 14.6] 58 Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications.[NH SOR 23-24, It. No. 14.7] 59 Drainage Spouts complete as per drawings and technical specifications.[NH SOR 23-24, It. No. 14.9 ] 60 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications(A) Stone/Boulder[NH SOR 23-24, It. No.16.4 A] 61 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications(B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15[NH SOR 23-24, It. No.16.4 B] 62 Underground Drain at Edge of pavement (Construction of an underground drain 1x1m (inside dimension) lined with RCC 20cm thick and covered with RCC slab 10cm in thickness)[NH SOR 23-24, It. No.3.30] 63 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm)[NH SOR 23-24, It. No. 17.1] 64 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.[NH SOR 23-24, It. No. 17.2] 65 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification[NH SOR 23-24, It. No. 17.3] 66 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and sprayingcomplete as per Technical specification (without epoxy)[As per RA Atteched] 67 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy[NH SOR 23-24, It. No. 17.4] 68 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(A) Cement Grout [NH SOR 22-23, It. No. 17.5 A] 69 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(B)Cement mortar (1:1) Grouting[NH SOR 23-24, It. No. 17.5 B] 70 Patching of damaged concrete surface with polymer concrete and curing compounds,initiator and promoter,available in present formulations,to be applied as per instructions of manufacturer and as approved by the Engineer.[NH SOR 23-24, It. No. 17.6] 71 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.[NH SOR 23-24, It. No. 17.7] 72 Applying epoxy mortar over leached,honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification[NH SOR 23-24, It. No. 17.8] 73 Removal of defective concrete,cleaning the surface thoroughly,applying the shotcrete mixture mechanically with compressed air under pressure,comprising of cement,sand,coarse aggregates,water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively,water cement ratio ranging from 0.35 to 0.50,density of gunite not less than 2000 kg/cum,strength not less than 25 Mpa and workmanship conforming to clause 2807.6. [NH SOR 23-24, It. No. 17.9] 74 Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete[NH SOR 23-24, It. No. 17.10] 75 Providing & Applying Epoxy bonding of new concrete to old concrete[NH SOR 23-24, It. No. 17.11] 76 Replacement of Expansion joints complete as per drawings[NH SOR 23-24, It. No. 17.17] 77 Replacement of damaged concrete railing.[NH SOR 23-24, It. No. 17.18] 78 Replacement of crash barrier. [NH SOR 23-24, It. No. 17.19] 79 Replacement of damaged mild steel railing[NH SOR 23-24, It. No. 17.20] 80 Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape,cleaning the area to be repaired thoroughly,applying cement concrete after erection of proper form work.)[NH SOR 23-24, It. No. 17.21] 81 Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.)[NH SOR 23-24, It. No. 17.22] 82 Repair of steel Railing (Repair of steel railing to bring it to the original shape)[NH SOR 23-24, It. No. 17.23] 83 Brick masonry work in 1:3complete excluding pointing and plastering,as per drawing and technical specifications[NH SOR 23-24, It. No. 13.1] 84 Pointing with cement mortar (1:3 ) on brick work as per Technical specifications [NH SOR 23-24, It. No. 13.2] 85 Plastering with cement mortar (1:3 ) on brick workas per Technical specifications [NH SOR 23-24, It. No. 13.3] 86 Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (A) Random Rubble Masonry[NH SOR 23-24, It. No. 13.4 A] 87 Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (B) Coursed rubble masonry (first sort)[NH SOR 23-24, It. No. 13.4 B] 88 White Stone Bela masonry block in coursewith stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing the joints etc. complete. (upto 10 ton)[State SOR 23-24, It. no. 07011A 89 White Stone Bela masonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete [State SOR 23-24, It. no. 07010A] 90 Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 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) (A) Using Concrete Batching and Mixing plant [NH SOR 22-23, It. No.8.1 A (ii)] 91 Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (A) Using Concrete Mixer[NH SOR 22-23, It. No.8.2 A (ii) ] 92 Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed with all lead from the end of cutting with all lead and lift.(i)Hard murrum.[State SOR 23-24, It. No. 26009A, 26.16] 93 Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (more than 10 ton)State R&B SOR 2023-24 It. 26004EA 94 Restoration of Rain Cuts (Restoration of rain cuts with soil,moorum,gravel or a mixture of these,clearing the loose soil,benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment,levels and slopes)[NH SOR 23-24, It. No. 10.1] 95 Carrying out Traffic census at specified count post including engaging man power, furniture, Lights, stationary etc for seven days including prepairing detailed report as per most norms in comprised format showing PCU & CV per day etc. complete in all respect (As per R. A. Attached) 96 Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12 mm,true to line and grade,tolerence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications.( Two tier/ Three tier )(NH SOR 23-24, It. no. 14.6 ) 97 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)(NH SOR 23-24, It. no.8.20) 98 Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)(NH SOR 23-24, It. no.8.21) 99 Engaging Vibrator Roller of 8 to 12 tonne capacity including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto NH limit as per instructions of Engineer in charge.(NH SOR 23-24, P&M 8001) 100 Providing and fixing Mild steelrailing as per drawing and technical specifications as per M.O.S.T slandered drawing No. BD/1-88 etc. complete (NH S.O.R. 23-24, It. No. 14.8) 101 Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete (State R&B SOR I.No. 07001BA, 7.6) 102 Providing& Applyingof rust convertor of standard quality in two coats after chipping of loose material with sand blasting and cleaning of exposed surface with wire brushes as per MORT&H specification (As per RA Attached) 103 Providing& Applying concrete penetrating corrosion inhibitor of standard quality and technical specifications.(As per RA Attached) 104 Providing& Applying Cement Polymer Composite Coating as anti corrosive treatment over the reinforcement bars as per technical specifications(As per RA Attached) 105 Repair to spalled surface by pre packed ready mixed polymer modified spray mortar up to thickness 50 mm of minimum M-45 grade of reputed approved make like BASF etc., including oferection of scaffolding, manpower, material etc completed.(As per RA Attached) 106 Providing& Applying Two coats of protective coating of standard quality after thoroughly preparing the surface to receive the coat as per manufacturer’s specifications and as per technical specifications.(As per RA Attached) 107 Demarkation of road alingment including marking out road line by providing and fixing wooden pegs or steel rod of required size at every 25 M to 50 M. including excavating trenches ion both sodes of 0.30 m. x 0.30M. including supplying of labours and all materials for every work etc. complete.[State SOR 23-24, It. no. 26070] 108 Surveying for road works including ranging, chaining, pegging leveling and compass surveying including all labour materials and instruments etc,complete.[State SOR 23-24, It. no. 26072] 109 Providing and fixing stones of 25cm x 25cm x 17.5cm.size of approved quality for centre line or apex point including excavation, concreteing and fixing te stone including casting of stone etc, complete.[State SOR 23-24, It. no. 26073] 110 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Rmt.s)Lime Concrete, cement concrete grade M-10 and below 111 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Rmt.s)Cement Concrete Grade M-15 & M-20 112 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Rmt.s)Prestressed / Reinforced cement concrete grade M-20 & above 113 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Rmt.s)By Mechanical Means for items No. 2.04( b) & ( c) Cement Concrete Grade M-15 & M-20[NH SOR 2023-24, I.No. 2.4] 114 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Rmt.s)By Mechanical Means for items No. 2.04( b) & ( c) Prestressed / Reinforced cement concrete grade M-20 & above[NH SOR 2023-24, I.No. 2.4] 115 Providing and fixing wire mesh 50mm x 50mm size of 3mm wire.[NH SOR 23-24, It. no. M-192] 116 Supplying the Bituminuous Ready Cold Mix - Road Bond, transported to site,etc. complete as per MoRTH specification (As per R. A. Attached)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 9
3.
Rural Development #9364588 Technical Bid
Tender For Purchase Of Library Books At Various Iti S Under Scdd - BASIC ELECTRONICS Auther-BERNAD GROB 3 BASIC ELECTRONICS Auther-SANJAY SHARMA 4 BASIC ELECTRONICS-PRINCIPLES AND APPLICATION Auther-CHINMONY SAHA,ARINDAM HALDER,DEBARATI GANGULY 5 BASIC ELECTRONICSAND LINEARCIRCUITS Auther-N N BHARGAVA 6 BASIC ELECTRONICS DEVICES AND CIRCUITS Auther-MAHESH B PATTIL 7 BASIC ELECTRONICS (SOLID STATE) Auther-B LTHEREJA 8 ELECTRONICS DEVICES AND CIRCUITS Auther-MILLMAN 9 ELECTRONIC DEVICES AND CIRCUITS Auther-J B GUPTHA 10 A TEXT BOOK OF ELECTRONIc CIRCUITS Auther-SEDHA R S 11 FUNDAMENTALSOF ELECTRONIC CIRCUITS Auther-CHARIES K ,ALEXANDER,MATHEW N O, SADIKKU 12 SOLID STATE ELECTRONIC DEVICES Auther-BEN G STREETMAN 13 SOLID STATE DEVICES AND TECHNOLOGY Auther-V SURESH BABU 14 PHYSICS OF SEMICONDUCTOR DEVICES Auther-S M SZE 15 BASIC ELECTRICAL ENGG Auther-M L ANWANI 16 A TEXT BOOK OF ELECTRICAL TECHNOLOGY VOLUME I Auther-B L THEREJA,A K THEREJA 17 A TEXT BOOK OF ELECTRICAL TECHNOLOGY VOLUME II(AC & DC MACHINE Auther-B L THEREJA,A K THEREJA 18 FUNDAMENTALS OF ELECTRICAL ENGINEERING AND ELECTRONICS Auther-S CHAND 19 CONSUMER ELECTRONICS Auther-S P BALI 20 INDUSTRIAL ELECTRONICS AND CONTROL Auther-S K BHATTACHARYA,B CHATTERJEE 21 POWER ELECTRONICS Auther-Dr.P S BIMBHRA 22 POWER ELECTRONICS- DEVICES AND CIRCUITS Auther-V JAGANNATHAN 23 MODERN ELECTRONIC INSTRUMENTATION & MEASUREMENT TECHNIQUES Auther-ALBERT D HELFRICK,WILLIAM D COOPER 24 PRINCIPLES OF ELECTRONIC DEVICES AND CIRCUITS (ANALOG AND DIGITAL) Auther-S CHAND,BL THEREJA,Dr.R S SEDHA 25 DIGITAL FUNDAMENTALS Auther-THOMAS S FLOID 26 FUNDAMENTALS OF DIGITAL CIRCUITS Auther-A ANAND KUMAR 27 DIGITAL CIRCUITS AND DESIGN Auther-S SALIVAHANAN,S ARIVAZHAGAN 28 MODERN DIGITAL ELECTRONICS Auther-R P JAIN 29 COMMUNICATION SYSTEM (ANALOG AND DIGITAL) Auther-Dr. SANJAY SHARMA 30 WIRELESS COMMUNICATION :PRINCIPLES AND PRACTICE Auther-RAPPAPORT 31 MOBILE COMMUNICATION Auther-JOCHEN SCHILLER 32 THE CELLPHONE:THE HISTORY & TECHNOLOGY OF THE GADGET THAT CHANGED THE WORLD Auther-GUY KLEMENS 33 SOLAR PHOTO VOLTAIC POWER SYSTEMS: PRINCIPLES, DESIGN AND APPLICATION Auther-Dr.SUNDARAVADIVELU,SURESH R NORMAN 34 SOLAR PHOTOVOLTAIC TECHNOLOGYAND SYSTEMS- (FUNDAMENTALS,TECHNOLOGY AND APPLICATIONS)Auther-CHETAN SINGH SOLANKI 35 ELECTRONIC COMMUNICATION SYSTEMSAuther-GEORGE KENNEDY,BERNAD DAVIS, S R M PRESANNA 36 MONOCHROME AND COLOUR TELEVISION Auther-R R GULATHI 37 MICROPROCESSORS AND MICROCONTROLLERS Auther-A NAGOOR KANI 38 THE 8051 MICROPROCESSORS AND EMBEDDED SYSTEM Auther-MAZIDI 39 MICROPROCESSORARCHITECTURE PROGRAMMING AND APPLICATIONS WITH THE 8085 Auther-REMESH S GOANKAR 40 THE 8085 MICROPROCESSORARCHITECTURE, PROGRAMMING AND INTERFACING Auther-UDAY KUMAR,UMA SHANKER 41 MICROPROCESSOR AND MICROCONTROLLER (8085,8086,8051- ARCHITECTURE,INTERFACING AND PROGRAMMING) Auther-A P GODSE, D A GODSE 42 8051 MICROCONTROLLER ARCHITECTURE,PROGRAMMING AND APPLICATION Auther-M MAHALAKSHMI 43 THE THE 8051MICROCONTROLLER 8051- ARCHITECTURE, PROGRAMMING,AND APPLICATIONS Auther-KENNETH J AYALA 44 PROGRAMMING ARDUINO :GETTING STARTED WITH SKETCHES Auther-SIMON MONK 45 ARDUINO PROGRAMMING STEP BY STEP GUIDE MASTER ARDUINO HARDWARE AND SOFTWARE Auther-MARK TORVALDS 46 PRINTED CIRCUIT BOARDS(DESIGN,FABRICATION,,ASSEMBLY AND TESTING Auther-R S KHANDPUR 47 FUNDAMENTALS OF COMPUTERS Auther-E BALAGURUSWAMI 48 MODERN COMPUTER HARDWARE COURSE Auther-MANAHAR LOTIA, PRADEEP NAIR,PAYAL LOTIA 49 ELECTRONICS LAB MANUAL VOL-I Auther-K A NAVAS 50 ELECTRONICS LAB MANUAL VOL-II Auther-K A NAVAS 51 OBJECTIVE ELECTRONICSENGINEERING Auther-ARIHANT PUBLICATIONS 52 QUESTION BANK IN ELECTRONICS AND COMMUNICATION ENGINEERINGAuther-J B GUPTHA 53 OBJECTIVE ELECTRICAL, ELECTRONICS AND COMMUNICATION ENGINEERING Auther-B L THEREJA, Er. V K PANDEY 54 P S C-PREVIOUS QUESTIONS AND ANSWERS IN ELECTRICAL/ELECTRONICS ENGINEERING Auther-ELECTRON COLLEGE OF TECHNOLOGY 55 ELECTRONIC MECHANIC TRADE THEORY FORANNUAL AITT EXAMS Auther-A K MITTAL 56 ABC OFELECTRICALENGG Auther - B L THEREJA & A K THERAJA 57 BASICS OF ELECTRICAL ENGG Auther - MEHTA AND GUPTHA 58 BASIC ELECTRICAL ENGG Auther - S K BHATTACHARYA 59 PRINCIPLES OF ELECTRICAL ENGG & ELECTRONICS Auther - V K MEHTA & ROHIT METHA 60 ELECTRIC CIRCUIT ANALYSIS Auther - K S SURESH KUMAR 61 BASICS OF ELECTRICAL ENGG Auther - BABUJAN 62 BASIC ELECTRICAL AND INSTRUMENTATIONENGG Auther - J GNANAVADIVEL 63 FUNDAMENTALS OF ELECTRICITY AND MAGNETISM Auther - S K CHATTERJEE 64 A TEXT BOOK OF ELECTRICAL TECHNOLOGY VOLUME I Auther - B L THEREJA,A K THEREJA 65 A TEXT BOOK OF ELECTRICAL TECHNOLOGY VOLUME II(AC & DC MACHINE Auther - B L THEREJA,A K THEREJA 66 A TEXT BOOK OF ELECTRICAL TECHNOLOGY VOLUME III Auther - B L THEREJA, A K THEREJA 67 PRINCIPLES OF POWER SYSTEM Auther - V K METHA 68 FUNDAMENTALS OF ELECTRICAL ENGINEERING AND ELECTRONICS Auther - BL THEREJA 69 BASIC ELECTRONICS AND LINEAR CIRCUITS Auther - N N BHARGAVA 70 FUNDAMENTALS OF DIGITAL CIRCUITS Auther - A ANAND KUMAR 71 DIGITAL CIRCUITS AND DESIGN Auther - S SALIVAHANAN,S ARIVAZHAGAN 72 BASIC ELECTRONICS(SOLID STATE) Auther - B L THEREJA 73 ELECTRONIC DEVICES AND CIRCUITS Auther - J B GUPTHA 74 ELECTRICAL ENGINEERING OBJECTIVE TYPE Auther - M HANDA & A HANDA 75 OBJECTIVEELECTRICALENGINEERING Auther - G K MITHAL 76 ELECTRICAL MACHINE DRAWING Auther - S K BHATTACHARYA 77 INDUSTRIAL ELECTRONICS AND CONTROL Auther - S K BHATTACHARYA 78 GENERATION DISTRIBUTION & UTILISATION OF ELECTRICAL ENERGY Auther - C L WADHWA 79 THE PERFOMANCE AND DESIGN OF A C MACHINES Auther - M G SAY 80 A COURSE IN ELECTRICAL POWER Auther - J B GUPTHA 81 ELECTRICAL CIRCUIT THEORYAuther - DR D CHATTOPADHYAY 82 LAB MANUALS FOR ELECTRICALMACHINES Auther - D P KOTHARI 83 SWITCH GEAR PROTECTION Auther - J B GUPTHA 84 ELECTRONICS LAB MANUAL VOL-I Auther - K A NAVAS 85 ELECTRONICS LAB MANUAL VOL-II Auther - K A NAVAS 86 OBJECTIVEELECTRICAL & ELECONICS ENGINEERING Auther - B L THERAJA AND V K PANDEY 87 ELECTRIC POWER TRANSMISSION & DISTRIBUTION Auther - J B GUPTHA 88 P S C-PREVIOUS QUESTIONS AND ANSWERS IN ELECTRICAL/ELECTRONICS ENGINEERING Auther - ELECTRON COLLEGE OF TECHNOLOGY 89 FUNDAMENTALS OF ELECTRICITY AND MAGNETISM Auther - S K CHATTERJEE 90 FUNDAMENTALS OF COMPUTERS Auther - E BALAGURUSWAMI 91 BASIC ELECTRICAL ENGG Auther - ANWANI 92 PRINCIPLES OF ELECTRONICS Auther - V K MEHTA 93 QUESTION BANK FOR ELECTRICIAN Auther - ASIAN PUBLICATIONS 94 ELECTRICAL MEASURMENTS AND MEASURING INSTRUMENTS Auther - Er. R K RAJPUT 95 ELECTRICAL AND ELECTRONICS MEASURMENTS AND INSTRUMENTATION Auther - Er. R K RAJPUT 96 HANDBOOK OF ELECTRICAL ENGINEERING Auther - S L BHATIA 97 ELECTRICAL ENGG( OBJECTIVE QUESTIONS & ANSWERS) Auther - V K METHA 98 ELECTRICAL SUBSTATIONAuther - S RAO 99 ELECTRICAL WIRING ESTIMATING & COSTING Auther - S L UPPAL 100 Basic Shop TheoryCarpentryAuther -(R.C.GUPTA) Danpath rai publication 101 A text bookof Work shoptechnology Vol .I&II Auther - R.S.KHURMI&J.K.GUPTA 102 Carpentrya complete guide Auther - H.S.BAWA 103 The complete visual guide to building a house Auther -John Carrol 104 House buildingDIY Guide Auther - William Null 105 Carpentry And construction Auther - Rex Miller 106 How your house works Auther -Chales Miller 107 Timber Frame Auther - Eugine Walls 108 Dewalt- carpentry and framing Auther - Dewalt 109 Complete book offraming Auther - Wiley 110 BUILDING MATERIALS Auther - P.C VARGHEESE 111 BUILDING MATERIALS Auther - RANGWALA 112 BUILDING MATERIALS Auther - RAJPUTH 113 BUILDING MATERIALS Auther - S.K.DUGGAL 114 BUILDING MATERIALS Auther - N SUBRAMANIAN 115 SURVEYING Auther - R.SUBRAMANIAN 116 SURVEYING AND LEVELLING Auther - N.N BASAK 117 SURVEYING AND LEVELLING Auther - PUNMIA 118 ENGINEERING SURVEY Auther - SCHOFIELD 119 SURVEYING - Auther - S.K HUSAIN, M.S NAGARAJ 120 BUILDING CONSTRUCTION Auther - PUNMIA 121 BUILDING CONSTRUCTION Auther - RANGWALA 122 BUILDING CONSTRUCTION Auther - S.CHAND 123 BUILDING CONSTRUCTION Auther - S.K.DUGGAL 124 BUILDING CONSTRUCTION Auther - S.P ARORA 125 ESTIMATION AND COSTING IN CIVIL ENGINEERING Auther - B.N.DUTTA 126 CIVIL ESTIMATING AND COSTING Auther - A K UPADHYAY 127 ESTIMATION AND COSTING IN CIVIL ENGINEERINGTHEORY AND PRACTICE Auther - B.N.DUTTA 128 ESTIMATING AND COSTING Auther - D.D.KOHLI 129 FUNDAMENTALS OF CONSTRUCTION ESTIMATING Auther - DAVID PRATT 130 RAILWAY ENGINEERING Auther - S.C.SEXENA 131 HIGHWAY ENGINEERING Auther - S.K.KHANNA 132 TRAFFIC ENGINEERING & TRANSPORTATION PLANNING Auther - L.R.KADIYALI 133 PRINCIPLES OF TRANSPORTATION ENGINEERING Auther - G.V.RAO 134 RAILWAY TRACK ENGINEERING Auther - J.S.MUNDREY 135 IRRIGATION ENGINEERING & HYDRAULIC STRUCTURE Auther - S.K.GARG 136 IRRIGATION & WATER POWER ENGINEERING Auther - B.C.PUNMIA 137 IRRIGATION,WATER POWER AND WATER RESOURCE ENGINEERING Auther - K.R.ARORA 138 IRRIGATION ENGINEERINGAuther - S R SAHASRABUDHE 139 WATER SUPPLY AND SANITTARY ENGINEERING Auther - RANGWALA 140 WATER SUPPLYENGINEERING Auther - S K GARG 141 HYDROLOGY AND WATER RESOURCES Auther - S.K.GARG 142 A TEST BOOK OF ENGINEERING DRAWING Auther - K V NATARAJAN 143 A TEST BOOK OF ENGINEERING GRAPHICS Auther - P I VARGHESE 144 BUILDING PLANNING AND DRAWING Auther - Dr. N KUMARASWAMY 145 BUILDING PLANNING AND DRAWING Auther - S S BHAVAKATTI 146 CIVIL ENGINEERING CONVENTIONAL AND OBJECTIVE TYPE Auther - R S KHURMI , J K GUPTA 147 HAND BOOK OF CIVIL ENGINEERING Auther - ME EDITORIAL BOARD 148 CIVIL ENGINEERING CONVENTIONAL AND OBJECTIVE TYPE Auther - R AGOR 149 QUESTION BANK IN CIVIL ENGINEERING Auther - V S MURTHY , R SOOD 150 AUTOMOBILE ENGINEERING VOL- 1 Auther - KIRPAL SINGH 151 AUTOMOBILE ENGINEERING VOL- 2 Auther - KIRPAL SINGH 152 A TEXT BOOK OF AUTOMOBILE ENGINEERING Auther - R K RAJPUT 153 AUTOMOBILE ENGINEERING Auther - R B GUPTA 154 AUTOMOBILE ENGINEERING Auther - RAMAKRISHNA 155 AUTOMOBILE MECHANICS Auther - N K GIRI 156 AUTOMOTIVE MECHANICS Auther - CROUSE, ANGLIN 157 AUTOMOTIVE MECHANICS Auther - S SRINIVASAN 158 AUTOMOBILE ENGINEERING Auther - BABU A K 159 BASIC ENGINEERING THERMODYNAMICS Auther - JOEL 160 FITTER COURSE BOOK Auther - RANJAN , NITESH 161 BASIC AND APPLIED THERMODYNAMICS Auther - NAG 162 A TEXT BOOK OF REFRIGERATION AND AIR CONDITIONING Auther - KHURMI/GUPTA 163 ENGINEERING GRAPHICS Auther - K N ANILKUMAR 164 ATB OF BASIC MECHANICAL ENGINEERING Auther - BENJAMIN 165 ENGINEERING DRAWING (GEOMETRICAL DRAWING) Auther - GILL P S 166 HAND BOOK OF MECHANICAL ENGINEERING Auther - MEHTHA SUBASH 167 A HAND BOOK ON ELECTRONICS &COMMUNICATION ENGG: Auther - MADE EASY 168 BASIC ELECTRICAL ENGG: Auther - V K MEHTA 169 MACHINE DRAWING Auther - VARGHESE /JOHN 170 MACHINE DRAWING Auther - N D BHATT 171 FUNDAMENTALS OF ELECTRONICS ENGINEERING Auther - PRASAD RAJENDRA 172 TRUCK ENGINES – FUEL&COMPUTERISED MANAGEMENT SYSTEM Auther - BENNETT 173 AUTOMOTIVE ENGINEERING LIGHT WEIGHT, FUNCTIONAL Auther - CANTOR BRIAN 174 AUTOMOTIVE TECHNOLOGY ENGINE PERFORMANCE Auther - CARRIGAN RUSSELL 175 AUTOMOTIVE TECHNOLOGY HEATING & AIR CONDITIONING Auther - CARRIGAN RUSSELL 176 MATERIALS FOR AUTOMOBILE BODIES Auther - DAVIES GEOFF 177 DESIGN OF AUTOMATIC MACHINERY Auther - DERBY STEPHEN J 178 ELETRIC VEHICLE BATTERY SYSTEMS Auther - DHAMEJA SANDEEP 179 AUTOMOTIVE TECHNOLOGY ENGINE REPAIR Auther - DORRIES ELISABETH H 180 VEHICULAR ELETRIC POWER SYSTEM Auther - EMADI ALI 181 A SYSTEM APPROACHTO AUTOMOTIVE TECHNOLOGY Auther - ERJAVEC 182 AUTOMOTIVE TECHNOLOGY SUSPENSION & STEERING Auther - ERJAVEC JACK 183 AUTOMOTIVE ENGINEERING MANUAL TRANSMISSION VOL -1 Auther - ERJAVEC JACK 184 AUTOMOTIVE ENGINEERING MANUAL TRANSMISSION VOL -2 Auther - ERJAVEC JACK 185 ALTERNATE FUEL TECHNOLOGY – ELECRICAL-HYB-&FUEL Auther - ERJAVEC 186 AUTOMOTIVE TECHNOLOGY BRAKES Auther - ERJAVEC JACK 187 AUTOMOTIVE ENGINEERING AUTOMATIC TRANSMISSION VOL -1 Auther - ERJAVEC JACK 188 AUTOMOTIVE ENGINEERING AUTOMATIC TRANSMISSION VOL -2 Auther - ERJAVEC JACK 189 THE AUTOMOTIVE CHASSIS VOL -1 Auther - GENTA GIANCARLO 190 THE AUTOMOTIVE CHASSIS VOL -2 Auther - GENTA GIANCARLO 191 MAINTENANCE OF AUTOMOTIVE ENGINES Auther - GILLES 192 AUTOMOTIVE ENGINEERING ENGINE REPAIR AND REBUILDING VOL-1 Auther - HADFIELD CHRISTOPHER 193 AUTOMOTIVE ENGINEERING ENGINE REPAIR AND REBUILDING VOL-2 Auther - HADFIELD CHRISTOPHER 194 AN INTRODUCTION TO MODERN VEHICLE DESIGN Auther - HAPPIAN-SMITH,JULIAN 195 AUTOMOTIVE TECHNOLOGY FUELS&EMISSIONS Auther - HOLLEMBEAK BARRY 196 AUTOMOTIVE TECHNOLOGY FUELS&EMISSIONS VOL -2 Auther - HOLLEMBEAK BARRY 197 AUTOMOTIVE TECHNOLOGY SERVICE & MAINTENANCE Auther - KNOWELS DON 198 AUTOMOTIVE ENGINEERING SUSPENSION AND STEERING VOL - 1 Auther - KNOWELS DON 199 AUTOMOTIVE ENGINEERING SUSPENSION AND STEERING VOL - 2 Auther - KNOWELS DON 200 THE AUTOMOTIVE BODY VOL – 1COMPONENTS DESIGN Auther - MORELLO LORENZO 201 THE AUTOMOTIVE BODY VOL – 2 SYSTEM DESIGNAuther - MORELLO LORENZO 202 AUTOMOTIVE TECHNOLOGY SERVICE & SYSTEM Auther - OWEN CLIFTON E 203 AUTOMOTIVE ENGINEERING BRAKE SYSTEM VOL - 1 Auther - OWEM LE 204 AUTOMOTIVE ENGINEERING BRAKE SYSTEM VOL - 2 Auther - OWEM LE 205 AUTOMOTIVE ENGINEERING ENGINE PERFORMANCE VOL - 1 Auther - PICKERILL KEN 206 AUTOMOTIVE CHASSIS Auther - REIMPELL J 207 AUTOMOTIVE ENGINEERING ENGINE PERFORMANCE VOL - 2 Auther - PICKERILL KEN 208 AUTOMOTIVE ENGINEERING HEATING & AIR CONDITIONING Auther - SCHNUBEL MARK 209 WORK SHOP TECHNOLOGY VOL .1 Auther - SK HAJRA CHOUDHURY,AK HAJRA CHOUDHURY,NIRJHAR ROY 210 WORK SHOP TECHNOLOGY VOL .2 Auther - SK HAJRA CHOUDHURY,AK HAJRA CHOUDHURY,NIRJHAR ROY 211 WORK SHOP CALCULATION & SCIENCE Auther - KAPIL DEV 212 METALLURGICAL ENGINEERING (MULTI CHOICE QUESTIONS AND ANSWERS ) Auther - O P GUPTA 213 FLUID MECHANICS AND HYDRAULIC MACHINES Auther - S CHAND 214 MECHANICAL ENGINEERING (OBJECTIVE TYPE) Auther - D HANDA 215 MECHANICAL ENGINEERING FOR COMPETITIONS Auther - R K JAIN 216 MECHANICAL ENGINEERING (OBJECTIVE TYPE QUESTIONS ) Auther - S CHAND 217 MECHANICAL ENGINEERING (CONVECTIONAL AND OBJECTIVE TYPE ) Auther - R S KHURMI ,JK GUPTA 218 OBJECTIVES AUTOMOBILE ENGINEERING Auther -INDIA PUBLICATION 219 MPSC (MECHANICAL AND AUTOMOBILE ENGINEERING ) Auther - K SAGAR PUBLICATIONS 220 OBJECTIVE AUTOMOBILE ENGINEERING Auther - P K MISHRA 221 MECHANICAL ENGINEERING OBJECTIVE Auther - D S KUMAR 222 ENGINEERING MATHEMATICS Auther - KARAIYA 223 AUTOMOTIVE ELECRICAL AND ELECTRONICS Auther - A K BABU 224 AUTOMOTIVE MASTER TECHNICIAN Auther - GRAHAM STOAKES 225 HYBRID ELETRIC VEHICLES Auther - WILEY 226 ENGINE TESTING 2ED Auther - BUTTERWORTH 227 STRENGTH OF MATERIALS (3RD ED) Auther - TIMOSHENKO,STEPHEN 228 THE ILLUSTRATED AUTOCAD QUICK REFERENCE WINDOWS Auther - GRABOWSKI 229 INTERNAL COMBUSTION ENGINE Auther - MATHUR 230 MECHANICAL ENGINEERING OBJECTIVE Auther - BANSAL 231 A TEXTBOOK OF FLUID MECHANICS AND HYDRAULIC MACHINES Auther - BANSAL 232 A TEXTBOOK OF INTERNAL COMBUSTION ENGINE Auther - RAJPUT 233 THERMAL ENGINEERING Auther - RAJPUT 234 DESIGN OF MACHINE ELEMENTS Auther - BHANDARI V 235 THEORY OF LUBRICATION PB Auther - GHOSH M K 236 STRENGTH OF MATERIALS Auther - RATAN S S 237 MAGNETIC BEARING AND BEARINGLESS DRIVES Auther - CHIBA 238 ATEXTBOOK ON ENGINEERING GRAPHICS Auther - SATHEESH PAUL 239 MECHATRONICS: ELECTRONIC CONTROL SYSTEMS IN MECHANICAL AND ELECTRICAL ENGINEERING, 4E Auther - BOLTON 240 INTRODUCTION TO INDUSTRIAL ROBOTICS, 1/E Auther - RAMACHANDRAN NAGARAJAN 241 STRENGTH OF MATERIALS Auther - KHURMI R S 242 BASIC MANUFACTURING PROCESSES (WORKSHOP TECHNOLOGY) (FOR UPTU, LUCKNOW) Auther - KHURMI R.S. & GUPTA J.K. 243 APPLIED MECHANICS AND STRENGTH OF MATERIAL Auther - KHURMI R.S. 244 MATERIAL SCIENCE Auther - SEDHA R.S 245 HYDRAULICS & PNEUMATICS CONTROLS Auther - SHANMUGA SUNDRAM 246 OBJECTIVE TYPE QUESTION IN MECH ENGG Auther - SING V.P 247 MECHATRONICS & MICROPROCESSORS Auther - K.P RAMACHANDRAN 248 ELETRICAL TECHNOLOGY ( I TO IV VOL ) Auther - THERAJA 249 WORK SHOP CALCULATION AND SCIENCE Auther - MEHTA AND GUPTA 250 PLUMBING(MALAYALAM) Auther - B JAYAPALAN 251 DESIGN & PRACTICAL HANDBOOKON PLUMBING Auther - VIVEKANAND & MOHAN 252 PLUMBING DESIGN AND PRACTICE(English) Auther - Deolalikar 253 WATER SUPPLY ENGINERING Auther - SANTHOSH KUMAR GARG 254 WATER SUPPLY AND SANITARY ENGINERING Auther - RANGAWALA 255 BUILDING MATERIALS AND CONSTRUCTION Auther - Dr ANIL KUMAR MISRA 256 BUILDING CONSTRUCTION Auther - RANGAWALA 257 MECHANICAL WOEKSHOP PRACTICEAuther - K C JOHN 258 PLUMBER TRADE THEORY Auther - (ASIAN PUBLICATION) 259 Industrial safety &EnvironmentManagement System (English) Auther - R.J.Jain & Sunil.S .Rao,Khanna,Publication 260 Air pollution & Global Warranty Auther - Markz Jacobson 261 Personal Finance & Enterprenership (four book bundle) Auther - Jeff Lively, Kindle Edition 262 Free hand drawing Light and Shade, Free hand Perspective Auther - Kindle Edition 263 Practical Letter Book (Lettering, Caligraphy, Typography) Auther - J.H. Kaemmer, Kindle Edition 264 DTP Trainings Guide Auther - Sathish Jain 265 Corel Draw X 7 Official Guide Auther - Gary DavidBouton 266 Photoshop CC For Beginners Auther - Joseph Joyner 267 Notes on the Preparation of Silk Screen for use in Silk Screen Printing (English) Auther - Anon 268 Printing & Decorating Methods Auther - Franklin Classics Trade Press 269 Powder Coating Technology Hand Book Auther - Engineers India Research Institute 270 Anatomy and DrawingAuther - Victor Derard 271 Oxford Advanced Learners Dictionary with DVD Auther - Oxford University Press 272 Advanced Spoken English Auther - Madan sood 273 Basics of Computer Auther - U&S Publishers 274 BGAS CSWIP Painting Inspector Text Auther - TWI India Private Limited 275 Surveying Vol.I,17/e PB Auther - Punmia B C 276 Surveying Vol.III (Higher Surveying),15/e PB Auther - Punmia B C 277 Surveying 7/e: Theory and Practice PBAuther - Anderson J M 278 Surveying Vol.2 4/e (PB) Auther - Duggal 279 Surveying Vol.14/e (PB) Auther - Duggal S K 280 Suveying and Levelling 2/e P B Auther - Subramanian 281 Surveying & Levelling Part-2,PB Auther - KanetkarT P 282 Surveying Volume-1 (In SI Units),12/e PB Auther - Arora K R 283 Surveying Volume-3 (SI Units)PB Auther - Arora K R 284 Railway Transportation: Engineering,Operation and Management 2/e PB Auther - Ponnuswamy S 285 Railway Engineering 2/e PB Auther - Agarwal M M 286 Principles of Railway Engineering25/e PB Auther - Rangawala S C 287 Building Construction,Metric Volume-4,4/e (PB) Auther - McKay JK 288 Building Construction,Metric Volume-1,5/e (PB) Auther - McKay WB 289 Building Construction,Metric Volume-2,4/e (PB) Auther - McKay WB 290 Building Construction,Metric Volume-3,5/e (PB) Auther - McKay WB 291 Building Construction (PB) Auther - Meheta M 292 Building Construction Materials and Techniques 1/8e (PB) Auther - Purushothama R 293 Building Construction 2/e PB Auther - Varghese P C 294 Building Construction and Materials,14/e PB Auther - Singh,Guruchara 295 Building Construction PB Auther - Bhavikatti S S 296 Building Construction,33/e PB Auther - Rangawala 297 Textbook of Building Construction (Including Engineering Materials for Engineering students) Auther - Arora S P 298 Textbook of of Building Construction and Construction Materials PB Auther - Birdie G S 299 Building Construction,11/e PB Auther - Punmia B C 300 Textbook of of Building Construction (Including Engineering Materials for Engineering students) Auther - Arora S P 301 Building and Construction Materials:Testing and Quality Control (Lab Manual Series) Auther - Gambhir J 302 Building Materials: Products,Properties and Systems PB Auther - Gambhir M L 303 Concrete:Microstructure,Properties,and Materials PB Auther - Mehta 304 Strength of Materials SOS,4/e PB Auther - Nash William A 305 Building Materials andConstruction PB Auther - Sahu G C 306 Civil Engineering Materials PB Auther - Somayaji S 307 Building Materilas PBAuther - Varghese P C 308 Mechanics of Materials 2/e PB Auther - Gere J M 309 Material Characteristics (HB) Auther - Angelo 310 Mechanics of Materials 2/e PB Auther - Pytel 311 Strngth of Materials (PB) Auther - Shukla K K 312 Enginering materilas 9/e (PB) Auther - Budinski K G 313 Basic Engineering Mechanics and Strength of Materilas PB Auther - Das,Madan moha 314 Basic Civil Engineering (KTU Syllabus) PB Auther - Nalpat S 315 Basics of Civil engineering (KTU) PB Auther - Swarnalatha 316 Elements of Civil Engineering,1/e PB Auther - Saikia,Mini Da 317 Introduction to Civil Engineering PB Auther - Jayagopal S 318 Civil Engineering (Conventional& Objective Type) PB Auther - Khurmi R S 319 Estimating and Costing In Civil Engineering (Eng.Ed) : Theory and Practice 28/e PB Auther - Dutta B N 320 Estimating and Costing In Civil Engineering :Theory and Practice including Specifications and Valuations) Auther - Dutta B N 321 Fundamentals of Civil Engineering 4/e PB Auther - Thomas R M 322 Basics of Civil engineering Revised 3/e (Calicut ) PB Auther - Michael A 323 Basic Civil Engineering (KTU) PB Auther - Minu S 324 Civil Engineering (Objective Type) PB Auther - Reddy P J R 325 Estimating,Costing,Specification&Valuation in Civil Engineering(Includes Computer Estimation) Auther - Chakraborthi M 326 Construction planning,Equipments and Methods 7/e PB Auther - Peufoy,Robert 327 Building Drawingwith an Integrated Approach to Built Environment 5/e Pb Auther - Shah M G 328 Solid Waste Engineering PB Auther - Versilind 329 Highway Engineering PB Auther - Rangwala 330 Water Supply and Santary Enginnering PB Auther - Rangwala 331 Principles of Highway Engineering PB Auther - Khitoliya R K 332 Principles and Practicesof Highway Engineering (Including Expressways and Airport Enginnering) Auther - Kadyali L R 333 Professsional Construction management 3/e PB Auther - Barrie D S 334 Water and Wastewater Engineering:Desian Principles and PracticeAuther - Davis M L 335 Construction Management Fundamentals 2/e PB Auther - knuston K 336 Estimating Construction Costs 6/e (PB) Auther - peurifoy R L 337 Bridge Enginnering ,2/e HB Auther - Ponnuswamy S 338 Highway Engineering 10e PB Auther - Khanna S K 339 Traffic Engineering 4/e (PB) Auther - Roess.R P 340 Water Resourcing Engineering PB Auther - Wurbs R A 341 Watershed Management PB Auther - Das M M 342 Design of Bridge Structures,2nd Edition PB Auther - Jagadeesh T R 343 Solid and Liquid Waste Management Waste To Wealth (PB) Auther - Rajaraman V 344 Engineering inRocks for Slopes,Foundation 3/e (PB) Auther - Ramamurthy T 345 Indian Practical Civil Engineers Handbook HB Auther - Khanna P N 346 Assistant Engineering Rank fileAuther - Electron 347 Objective Civil Engineering Auther - Electron 348 Surveyor Rank File Auther - Electron 349 Psc Previous questions & Answers in Civil Engineering Auther - Electron 350 Objectives in Civil Engineering Auther - P K Nair 351 Upkars Objective Civil Engineering Auther - P K Mishra 352 A Handbook on Civil EngineeringAuther - Prof Jyoti Nag 353 Practice Sets Civil EngineeringAuther - Piyush Gupta 354 Civil Engineering objective TypeAuther - S Handa 355 Mastering Autocad (Malayalam) Auther - Info kairali 356 Autocad 2013 Auther - Vishnu P Singh 357 Autocad 2009/2010/2013 Auther - Vishnu Priya Singh 358 Cativa V5R20 for Engineering & Designers Auther - Prof Sham Tickoo 359 Design of Bridges Auther - N Krishna raju 360 A Handbook on Civil EngineeringAuther - made easy pub 361 handbook of Civil Engineering Auther - P Sheena 362 Survey (Malayalam) Auther - T V George 363 Dictionary of Technical terms Auther - F S Crispin 364 Oxford Dictonary of Surveying & Civil Engineering Auther - Christopher 365 Strength of Materials Auther - R S Khurumi 366 Strength of Materials Auther - S Ramamrutha 367 A text book Draughtsman CivilAuther - R S Malik 368 Irrigation Water Resources &water power Engineering Auther - P N Modi 369 Irrigation Water&water power Engineering Auther - Dr B C Punmia 370 Computer aided EngineeringDrawing Auther - Subrata pal 371 Engineering Drawing &Graphics using Autocad Auther - T Jeyapoovan 372 Building Design &Civil Engineering Drawing Auther - Dr Balagopal T S Prabhu 373 Irrigation & Drainage Management Auther - R N Sahay 374 Dictionary of geographical Information systems Auther - Haojam Rocky Singh 375 Remotesensing & geographic Information System Auther - A M Chandra 376 An Introduction to geographical information systems Auther - Ian Heywood 377 English English Malayalam Dictionary Auther - T Ramalingam Pillai 378 Malayalam Malayalam English Dictionary Auther - Dr B C Balakrishnan 379 English English Malayalam Dictionary Auther - Prof A P Namboodiri 380 Malayalam English Dictionary Auther - DC Books 381 English English Malayalam DictionaryMalayalam Dictionary Auther - Star Books 382 Surveyor (NSQF-5 Annual Syll.)TH.& Asst/Test (SOL) 1ST and 2nd Year Auther - G S Sethi 383 W/Shop cal& Sc (D manCivil & Surv) (NSQF-5 Syll) Nimi-DGET Auther - Kapil Dev,Murthy 384 EmployabilitySkills (NSQF Annual Syll) for all Trades) Auther - Asian coreTeam 385 Man Civil TH & Pract (With Sol.Asst) (NSQF-5 Syll) Sem 1& 2 Auther - Malik & Meo 386 D-Man Civil Th & Pract (With Sol Asst) (NSQF-5 Syll)Sem 3 & 1 Auther - Singh & Singh 387 Engg.Drg Common for All (NSQF Levl-4/5) Auther - Kapil Dev 388 Q-Bank Employability Skills (MCQ & Upto date SOL Paper) NSQF-4/5) Auther - Nagaradjane 389 Employability Skills (NSQF-Annual Syll.)(For All, Trades) Auther - Asian Core Team 390 Books Land Surveyor Auther - Cambridge 391 Advanced Surveying Auther - Satheesh Gopi,Sathikumar 392 Fundamentals of Surveying Auther - S K Roy 393 Building MaterialAuther - S K Duggal 394 Surveying Auther - Kumar 395 Surveying Vol-1 Auther - S K Duggal 396 Surveyor rank File Auther - Electron Publication 397 Civil Previous Question paper Auther - Electron Publication 398 Remote Sensing & Environment Auther - John R Johnsen 399 Remote Sensing & GIS Auther - Basuded Bhatta 400 Basics of Remote Sensing & GIS Auther - Dr.S Kumar 401 Advanced Surveying Auther - Gopi Sathessh 402 GIS Fundamntal Application and Implemantation Auther - K Elangovan Elangovan 403 Text book of remote Sensing and Geographical Information Sysytem Auther - M Anji Reddy 404 A Dictionary of Construction, Surveying, and Civil Engineering (Oxford Quick Reference) Auther - Oxford 405 WELDING ENGINEERING AND TECHNOLOGY Auther - RS PARMER 406 WELDINGTECHNOLOGY AND DESIGN Auther - V RADHAKRISHNAN 407 WELDING PRINCIPLE AND PRACTICE Auther - EDWARD R BOHNART 408 WELDING ANSWER : OBJECTIVE QUESTION AND ANSWER Auther - MANOJ DOLE 409 MANUFACTURING TECHNOLOGY : FOUNDRY, FORMING & WELDING Auther - Dr. P N RAO 410 BUILDING METALLURGY AND WELDABILITY OF STAINLESS STEEL Auther - JOHN C LIPPORD 7 DAMIAN J KOTTECKI 411 NEW DEVELOPMENTS IN ADVANCE WELDINGAuther - NAHMED 412 MODERN ARC WELDING TECHNOLOGY Auther - NADKARNI SV 413 WELDING SCIENCE AND METTULARGY AND TECHNOLOGY Auther - AAMERSH BANERGEE 414 A PRACTICAL MANUAL OF AUTOGENOUS WELDING Auther - E GRANJON 415 A TEXT BOOK ON WELDING AND CUTTING METALS BY THE OXYACETYLEN PROCESS STEAL METTULARGY Auther - VULCAN PROCESS CO 416 WELDING HAND BOOK 9 TH EDITION VOL-1 Auther - AWS 417 WELDING SKILLS PROCESS AND PRACTICE FOR ENTRY LEVEL WELDERS Auther - LARRY F JUFFERS AND LAWRENCE BOWER 418 ARC WELDING OLD TIME METHOD OF METAL WORKING Auther - TONY SALVITTI 419 FABRICATION AND WELDING ENGINEERING Auther - TIMINGS 420 WELDING TECHNOLOGY Auther - GUPTA 421 MIG WELDING GUID Auther - KLAS WEMAN 7 G LINDEN 422 Automobile Engineering VOL 1 Auther - Dr Kripal singh standard Publishers Distributors 423 Automobile Engineering Vol 2 Auther - Dr Kripal singh standard Publishers Distributors 424 Mechanic Motor Vehicle theory Auther - Manish Sharma (Neelkanth publishers) 425 Mechanic Motor Vehicle Practical Auther - Manish Sharma (Neelkanth publishers) 426 Automobile Engineering Practical Auther - N Malhotra Asian Publishers 427 A Hand book for professional knowledge (Trade Theory)Mechanic Motor Vehicle Auther - ER Anoop SR New Tech Publishers 428 Automotive Mechanics Auther - S Srinivasan (MC Graw Hill Education) 429 The Automile Auther - Harbans Singh Reyat (S Chand & Company) 430 Automotive Electrical Equipments Auther - PL Kohli 431 Automobile Engineering Auther - RB Gupta 432 Motor Vehicles Act 1988, as amended upto date by The Motor Vehicles (Amendment) Act 2019 Auther - Universal Law Publishers 433 Driving Manuel (Malayalam) Auther - K S Ranaprathapan, Kerala Bhasha Institute 434 Car Driving School manuel for India Auther - Naresh Raghavan, Notion press publishers 435 Automobile Engineering(Malayalam) Auther - T M Shaji, TMS Publishers 436 Fashion design hand bood Auther - Frances Vereker 437 Embroidery Design Auther - Nirmala.C.Mistry 438 Embroidery design flowers and butterflyes Auther - Nirmala.C.Mistry 439 Design for beeds embroidery Auther - Kenneth.D.King 440 Tailoring Basics-dress design cutting and sewing Auther - Nadia Fahim 441 Embroidery stiches and technique Auther - Amazon 442 Neck Line .embroidery Auther - Sue Taylor Cox 443 Sewing school Auther - Annie Petronics 444 Simply the best sewing Auther - Amazon 445 Sewing Basics Auther - Sandra Bord well 446 High fashion sewing secrets Auther - Claire B Shaeffer 447 Complete book of sewing Auther - Amazon 448 Home tailoring course Auther -Kusum Sharma 449 Thayyal Swayam Padikkam Auther - Berlin Kadackkal 450 Thayyal Auther - J.Swarnam 451 Keraleeya Vasthra Parambariyam Auther - Dr.B.Balachandran 452 Thayyal Vinjanakosham Auther - Loosi.M.C, Roona.C 453 Thayyal entheluppam Auther - T.Raji 454 Embroidari - Kalayum Varumanavum Auther - T.Raji 455 Vasthra Nirmana Kala Auther - Sangeetha Sreevasthava 456 Thayyal Design and Dress making Auther - J.Swarnam 457 Book of Emboidery Auther - Amazon 458 A to Z of Embroidery stiches Auther - Country Bumpkhin 459 Cutting of Blouses Auther - Dilip Karampiri 460 The complete Home book of family tailoring Auther - Bonnie V Goodman 461 Designs from Indian Textiles Auther - Aparna Gwande
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
4.
Road Transport and Highways #9024650 Technical Bid
Tender For Maintenance And Repair To N.H. 927D Between Km. 4 / 700 To Km. 88 / 800 Under N.H. Sub Division Morbi. ( 2 ) M. & R. To N.H. 151K Between Km. 45 / 400 To Km. 134 / 690 Under N.H. Sub Division Morbi. ( 3 ) Roads Work Items Including Labours, Materials & Machinery- 1 Embankment Construction With Material Obtained From Borrow Pits ( 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 ) 2 Construction Of Sub-Grade And Earthen Shoulders With Approved Material Obtained From Borrow Area With All Lifts & Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table No. 300-2 3 Providing, Laying, Spreading And Compacting Specified G.S.B. Close Graded ( C.B.R. Not Less Than 30 % ) Or Any Other Course Materials In Sub Grade Incl. Carriage Of Material Spreading In Uniform Layers With Manually On A Prepared Base And Compacting With Power Road Roller To Achieve The Density Including All Materials, Labour And Lighting, Guarding, Barricading Including Maintenance Of Diversion Etc. Complete. Use For New Construction. 4 5Th Kilometre Stone ( Precast ) ( Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) 5 Ordinary Kilometer Stone ( Precast ) ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) 6 Hectometer Stone ( Precast ) ( Reinforced Cement Concrete M15grade Kilometre Stone Of Standard Design As Per Irc:8-1980, Fixing In Position Including Painting And Printing Etc ) 7 Providing And Fixing Guard Stone As Per I.R.C. Type Design Including White Washingetc. Complete. ( I ) Fixing In Earth 8 Providing And Fixing Guard Stone As Per I.R.C. Type Design Including White Washingetc. Complete. ( Ii ) Fixing In C.C. 1:5:10 9 Providing And Fixing Indicator Stone Of Approved Stone As Per I.R.C. Type Design In C.C. 1:4:8 Including White Washing Etc. Complete. ( I ) Fixing In Earth 10 Providing And Fixing Indicator Stone Of Approved Stone As Per I.R.C. Type Design In C.C. 1:4:8 Including White Washing Etc. Complete. ( Ii ) Fixing In C.C. 1:5:10 11 Boundary Pillar ( Reinforced Cement Concrete M15 Grade Boundary Pillars Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting ) 12 Cleaning & Grubbing Road Land Incl. Uprooting Rank Vegitation Grass, Bush, Shrubs, Sapling& Hector Trees Of Girth Up To 300 Mm.& Removal Of Stumps Disposal Of Unservicable Material Upto 100 M. From Road Boundary. ( I ) By Mannual Means In Area Of Light Jungle. 13 Cleaning & Grubbing Road Land Incl. Uprooting Rank Vegitation Grass, Bush, Shrubs, Sapling& Hector Trees Of Girth Up To 300 Mm.& Removal Of Stumps Disposal Of Unservicable Material Upto 100 M. From Road Boundary. ( I ) By Mannual Means In Area Of Thorny Jungle. 14 Cleaning & Grubbing Road Land Incl. Uprooting Rank Vegitation Grass, Bush, Shrubs, Sapling& Hector Trees Of Girth Up To 300 Mm.& Removal Of Stumps Disposal Of Unservicable Material Upto 100 M. From Road Boundary. ( I ) By Mechanical Means ( Jcb ) In Area Of Light Jungle. 15 Cleaning & Grubbing Road Land Incl. Uprooting Rank Vegitation Grass, Bush, Shrubs, Sapling& Hector Trees Of Girth Up To 300 Mm.& Removal Of Stumps Disposal Of Unservicable Material Upto 100 M. From Road Boundary. ( I ) By Mechanical Means ( Jcb ) In Area Of Throny Jungle. 16 Preparing Surface By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunney Bags To Remove All Loose Dirt Etc. ( Ii ) Black Top Surface. 17 Hire Charges For Backhoe-Loader 1 Cum Bucket Capacity / Jcb Machine For Removal Of Earth, Debris, Trees, Plants, Advertisement Hoarding… Etc. Comp. Including Charges Of Operators, Pol Etc. 18 Hire Charges For Tractor With Trolly / Blade On Front And Cultivator On Back Including Diesel, Oil, Operator, Helperetc. Comp. For Earth Work, Carriage, Removal Of Debris Etc. 19 Hire Charges For Tractor With Rotavator On Front And Cultivator On Back Including Diesel, Oil, Operator, Helper Etc. Comp. For Earth Work, Carriage, Removal Of Debris Etc. 20 Maintenance Of Earthen Shoulder ( Filling With Fresh Soil ) ( Making Up Loss Of Material / Irregularities On Shoulder To The Design Level By Adding Fresh Approved Soil And Compacting It With Appropriate Equipment. ) 21 Maintenance Of Earth Shoulder ( Stripping Excess Soil ) ( Stripping Excess Soil From The Shoulder Surface To Achieve The Approved Level And Compacting With Plate Compactor ) 22 Supplying Labour At Site Of Work For Different Type Of Work As Directed ( With Tools And Plants ) 23 Excavation In Soil By Manual Means. ( Excavation For Roadway In Soil Using Manual Means Including Loading In Truck For Carrying Of Cut Earth To Embankment Site With All Lifts And Lead Upto1000 Rmt.S. ) 24 Excavation In Ordinary Rock By Manual Means ( Excavation In Ordinary Rock Using Manual Means Including Loading In A Truck And Carrying Of Excavated Material To Embankment Site With In All Lifts And Leads Upto 1000 Rmt.S ) 25 Pcc 1:3:6 In Foundation ( Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. ) 26 Plain / Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specifications. Pcc Grade M15 27 Laying Reinforced Cement Concrete Pipe Np4 / Prestressed Concrete Pipe For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets . ( A ) 1000 Mm Dia 28 Laying Reinforced Cement Concrete Pipe Np4 / Prestressed Concrete Pipe For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets . ( B ) 1200 Mm Dia 29 Laying Reinforced Cement Concrete Pipe Np4 / Prestressed Concrete Pipe For Culverts On First Class Bedding Of Granular Material In Double Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets . ( A ) 1000 Mm Dia 30 Laying Reinforced Cement Concrete Pipe Np4 / Prestressed Concrete Pipe For Culverts On First Class Bedding Of Granular Material In Double Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets . ( B ) 1200 Mm Dia 31 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( A ) Pcc Grade M15 ( P ) Height Upto 5M 32 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( B ) Pcc Grade M20 ( P ) Height Upto 5M 33 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( C ) Pcc Grade M25 ( P ) Height Upto 5M 34 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( E ) Rcc Grade M20 ( P ) Height Upto 5M 35 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( E ) Rcc Grade M20 ( Q ) Height 5M To 10M 36 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( F ) Rcc Grade M25 ( P ) Height Upto 5M 37 Plain / Reinforced Cement Concrete In Sub-Structure Complete As Per Drawing And Technical Specifications ( F ) Rcc Grade M25 ( Q ) Height 5M To 10M 38 Supplying, Fitting And Placing Tmt Bar Fe 550D Reinforcement Complete As Per Drawing And Technical Specifications 39 Providing Weep Holes In Brick Masonry / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100 Mm Dia Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V :20H Towards Drawing Foce. Complete As Per Drawing And Technical Specifications 40 Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification ( A ) Granular Material 41 Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification ( B ) Sandy Material 42 Furnishing And Placing Reinforced / Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification ( A ) Rcc Grade M20, Using Concrete Mixer ( P ) Height Upto 5M 43 Furnishing And Placing Reinforced / Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification ( B ) Rcc Grade M25 ( Case I ) Using Concrete Mixer ( P ) Height Upto 5M 44 Supplying, Fitting And Placing Tmt Bar Fe 550D Reinforcement In Super-Structure Complete As Per Drawing And Technical Specifications 45 Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications ( A ) Stone / Boulder 46 Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications ( B ) Cement Concrete Blocks Of Size 0.3X0.3 X0.3 M Cast In Cement Concrete Of Grade M15 47 Removal Of Existing Cement Concrete Wearing Coat Including Its Disposal Complete As Per Technical Specification Without Causing Any Detrimental Effect To Any Part Of The Bridge Structure And Removal Of Dismantled Material With All Lifts And Lead Upto 1000M ( Thickness 75 Mm ) 48 Removal Of Existing Asphaltic Wearing Coat Comprising Of 50 Mm Thick Asphaltic Concrete Laid Over 12 Mm Thick Mastic Asphalt Including Disposal With All Lift And Lead Upto 1000M. 49 Guniting Concrete Surface With Cement Mortar Applied With Compressor After Cleaning Surface And Spraying With Epoxy Complete As Per Technical Specification 50 Guniting Concrete Surface With Cement Mortar Applied With Compressor After Cleaning Surface And Sprayingcomplete As Per Technical Specification ( Without Epoxy ) 51 Providing And Inserting Nipples With Approved Fixing Compound After Drilling Holes For Grouting As Per Technical Specifications Including Subsequent Cutting / Removal And Sealing Of The Hole As Necessary Of Nipples After Completion Of Grouting With Cement / Epoxy 52 Sealing Of Cracks / Porous Concrete By Injection Process Through Nipples / Grouting Complete As Per Technical Specification. ( A ) Cement Grout 53 Sealing Of Cracks / Porous Concrete By Injection Process Through Nipples / Grouting Complete As Per Technical Specification. ( B ) Cement Mortar ( 1:1 ) Grouting 54 Patching Of Damaged Concrete Surface With Polymer Concrete And Curing Compounds, Initiator And Promoter, Available In Present Formulations, To Be Applied As Per Instructions Of Manufacturer And As Approved By The Engineer. 55 Sealing Of Crack / Porous Concrete With Epoxy Grout By Injection Through Nipples Complete As Per Clause 2803.1. 56 Applying Epoxy Mortar Over Leached, Honey Combed And Spalled Concrete Surface And Exposed Steel Reinforcement Complete As Per Technical Specification 57 Removal Of Defective Concrete, Cleaning The Surface Thoroughly, Applying The Shotcrete Mixture Mechanically With Compressed Air Under Pressure, Comprising Of Cement, Sand, Coarse Aggregates, Water And Quick Setting Compound In The Proportion As Per Clause 2807.1., Sand And Coarse Aggregates Conforming To Is: 383 And Table 1 Of Is: 9012 Respectively, Water Cement Ratio Ranging From 0.35 To 0.50, Density Of Gunite Not Less Than 2000 Kg / Cum, Strength Not Less Than 25 Mpa And Workmanship Conforming To Clause 2807.6. 58 Applying Pre-Packed Cement Based Polymer Mortar Of Strength 45 Mpa At 28 Days For Replacement Of Spalled Concrete 59 Providing & Applying Epoxy Bonding Of New Concrete To Old Concrete 60 Replacement Of Damaged Concrete Railing. 61 Replacement Of Crash Barrier. 62 Replacement Of Damaged Mild Steel Railing 63 Repair Of Crash Barrier ( Repair Of Concrete Crash Barrier With Cement Concrete Of M-30 Grade By Cutting And Trimming The Damaged Portion To A Regular Shape, Cleaning The Area To Be Repaired Thoroughly, Applying Cement Concrete After Erection Of Proper Form Work. ) 64 Repair Of Rcc Railing ( Carrying Out Repair Of Rcc M30 Railing To Bring It To The Original Shape. ) 65 Repair Of Steel Railing ( Repair Of Steel Railing To Bring It To The Original Shape ) 66 Brick Masonry Work In 1:3Complete Excluding Pointing And Plastering, As Per Drawing And Technical Specifications 67 Pointing With Cement Mortar ( 1:3 ) On Brick Work As Per Technical Specifications 68 Plastering With Cement Mortar ( 1:3 ) On Brick Workas Per Technical Specifications 69 Stone Masonry Work In Cement Mortar 1:3 Complete As Per Drawing And Technical Specifications ( A ) Random Rubble Masonry 70 Stone Masonry Work In Cement Mortar 1:3 Complete As Per Drawing And Technical Specifications ( B ) Coursed Rubble Masonry ( First Sort ) 71 White Stone Bela Mesonry Block In Coursewith Stone Of Approved Quality In Lime Mortar 1:6 ( 1-Cement : 6- Course Sand ) Including Packing The Joints Etc. Complete. ( Upto 10 Ton ) 72 White Stone Bela Mesonry Block In Course In Superstructure With Stone Of Approved Quality In Lime Mortar 1:5 ( 1-Cement :5- Course Sand ) Including Packing The Joints Etc. Complete 73 Cast In Situ Cement Concrete M20 Kerb ( Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 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 ) ( A ) Using Concrete Batching And Mixing Plant 74 Cast In Situ Cement Concrete M 20 Kerb With Channel ( Construction Of Cement Concrete Kerb With Channel With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Pcc On M10 Grade Foundation 150 Mm Thick, Kerb Channel 300 Mm Wide, 50 Mm Thick In Pcc M20 Grade, Sloped Towards The Kerb, Kerb Stone With Channel Laid With Kerb Laying Machine, Foundation Concrete Laid Manually, All Complete As Per Clause 408 ) ( A ) Using Concrete Mixer 75 Earthwork In Cutting Including Preparing The Slope And Camber Andstacking Or Utilising The Cutting Stuff In Bank As Directed With All Lead From The End Of Cutting With All Lead And Lift. ( I ) Hard Murrum. 76 Earthwork For Embankment Including Breaking Clods, Dressing With All Lead And Lift And Including Watering Rolling And Consolidation Of Subgrade In Layers At O.M.C. To Required Dry Density Including Filling The Depression Which Occur During The Process Using Power Roller 8T To 10T. ( E ) From Borrow Area Within 3.0Km. Lead ( More Than 10 Ton ) 77 Restoration Of Rain Cuts ( Restoration Of Rain Cuts With Soil, Moorum, Gravel Or A Mixture Of These, Clearing The Loose Soil, Benching For 300 Mm Width, Laying Fresh Material In Layers Not Exceeding 250 Mm And Compacting With Plate Compactor Or Power Rammers To Restore The Original Alignment, Levels And Slopes ) 78 Carrying Out Traffic Census At Specified Count Post Including Engaging Man Power, Furniture, Lights, Stationary Etc For Seven Days Including Prepairing Detailed Report As Per Most Norms In Comprised Format Showing Pcu & Cv Per Day Etc. Complete In All Respect 79 Construction Of Precast Rcc Railing Of M30 Grade, Aggregate Size Not Exceeding 12 Mm, True To Line And Grade, Tolerence Of Vertical Rcc Post Not To Exceed 1 In 500, Centre To Centre Spacing Between Vertical Post Not To Exceed 2000 Mm, Leaving Adequate Space Between Vertical Post For Expansion, Complete As Per Approved Drawings And Technical Specifications. ( Two Tier / Three Tier ) 80 Tubular Steel Railing On Medium Weight Steel Channel ( Ismc Series ) 100 Mm X 50 Mm ( Providing, Fixing And Erecting 50 Mm Dia Steel Pipe Railing In 3 Rows Duly Painted On Medium Weight Steel Channels ( Ismc Series ) 100 Mm X 50 Mm, 1.2 Metres High Above Ground, 2 M Centre To Centre, Complete As Per Approved Drawings ) 81 Tubular Steel Railing On Precast Rcc Posts, 1.2 M High Above Ground Level ( Providing, Fencing And Erecting 50 Mm Dia Painted Steel Pipe Railing In 3 Rows On Precast M20 Grade Rcc Vertical Posts1.8 Metres High ( 1.2 M Above Gl ) With 3 Holes 50 Mm Dia For Pipe, Fixed 2 Metres Centre To, Complete As Per Approved Drawing ) 82 Engaging Vibrator Roller Of 8 To 12 Tonne Capacity Including Hire Charges, Loading, Unloading, Labour Charges, Diesel, Drivers Etc. Complete Upto Nh Limit As Per Instructions Of Engineer In Charge. 83 Providing And Fixing Mild Steelrailing As Per Drawing And Technical Specifications As Per M.O.S.T Slandered Drawing No. Bd / 1-88 Etc. Complete 84 Uncoursed Rubble Masonry With Hard Stone Of Approved Quality In Foundations And Plinth In Cement Mortar 1:5 ( 1-Cement : 5-Coarse Sand Including Levelling Up Etc. Complete 85 Providing& Applyingof Rust Convertor Of Standard Quality In Two Coats After Chipping Of Loose Material With Sand Blasting And Cleaning Of Exposed Surface With Wire Brushes As Per Mort&H Specification 86 Providing& Applying Concrete Penetrating Corrosion Inhibitor Of Standard Quality And Technical Specifications. 87 Providing& Applying Cement Polymer Composite Coating As Anti Corrosive Treatment Over The Reinforcement Bars As Per Technical Specifications 88 Repair To Spalled Surface By Pre Packed Ready Mixed Polymer Modified Spray Mortar Up To Thickness 50 Mm Of Minimum M-45 Grade Of Reputed Approved Make Like Basf Etc., Including Oferection Of Scaffolding, Manpower, Material Etc Completed. 89 Revenue Survey Charges For Joint Measurements For Land To Be Acquired. Etc 90 Demarkation Of Road Alingment Including Marking Out Road Line By Providing And Fixing Wooden Pegs Or Steel Rod Of Required Size At Every 25 M To 50 M. Including Excavating Trenches Ion Both Sodes Of 0.30 M. X 0.30M. Including Supplying Of Labours And All Materials For Every Work Etc. Complete. 91 Surveying For Road Works Including Ranging, Chaining, Pegging Leveling And Compass Surveying Including All Labour Materials And Instruments Etc, Complete. 92 Providing And Fixing Stones Of 25Cm X 25Cm X 17.5Cm.Size Of Approved Quality For Centre Line Or Apex Point Including Excavation, Concreteing And Fixing Te Stone Including Casting Of Stone Etc, Complete. 93 Dismantling Of Structures ( Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Rmt.S ) ( I ) Lime / Cement Concrete ( I ) By Manual Means ( A ) Lime Concrete, Cement Concrete Grade M-10 And Below 94 ( B ) Cement Concrete Grade M-15 & M-20 95 ( C ) Prestressed / Reinforced Cement Concrete Grade M-20 & Above 96 ( Ii ) By Mechanical Means For Items No. 2.04 ( B ) & ( C ) ( A ) Cement Concrete Grade M-15 & M-20 97 ( B ) Prestressed / Reinforced Cement Concrete Grade M-20 & Above 98 Providing And Fixing Wire Mesh 50Mm X 50Mm Size Of 3Mm Wire.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 9
6.
Educational and Research Institute #5692182 AOC
Bids Are Invited For Engineering Drawing I Hindi , Workshop Technology Hindi , Applied Mechanics Hindi , Mechanics Of Solid Hindi , Thermal Engg. Hindi , Theory Of Machine Hindi , Machine Design Hindi , Refrigeration And Air Conditioning Engilsh , Manufacturing Technology Vol Ii Metal Cutting And Machine Tool Engilsh , Design Of Machine Elements Engilsh , Callisters Materials Science And Engineering Engilsh , Construction Material Hindi , Concrete Technology Hindi , Transport Engineering -1 H.A.H.Engg. Hindi , Water And Waste Water Engg. Hindi , Design Of Steel Structure Hindi , Land Surveying-I Hindi , Soil Mechanics And Foundation Engg. Hindi , Quantity Surveying And Valuation Of Building And Civil Works Hindi , Structural Mechanics Hindi , Hydraulics And Hydraulics Machines Hindi , Switchgear And Protection Hindi , Electrical Design Drawing And Estatimating I Hindi , Electrical Design Drawing And Estatimating Ii Hindi , Transmission And Distribution Of Electrical Power Hindi , Principles Of Digital Electronics Hindi , Industrial Electronics And Control Hindi , Renewable Sources Of Energy Hindi , Electrical Machine I Hindi , Electrical And Electronics Engineering Materials Hindi , Electrical Instruments And Measurements Hindi , Control Systems English , Environmental Studies Hindi , Engineering Drawing-I Hindi , Network Filter And Transmissions Line Hindi , Applied Physics Ii Hindi , Applied Math I Hindi , Applied Math Ii Hindi , Applied Math Iii Hindi , Microprocessor And Peripheral Device Hindi , Basic Electrical Engineering Hindi , Electrical Machine Ii Hindi , Industrial Management And Entrepreneurship Development Hindi , Basics Of Information Technology English , Applied Chemistry Hindi Total Quantity : 1177
Contract Date: Ref. Documents Contract Value : 2.99 Lakh
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
8.
Educational and Research Institute #5518112 AOC
Bids Are Invited For Library Books Energy Conservation , Energy Conservation English , Universal Human Values , Universal Human Values English , Transport Engineering I H A H Engg , Transport Engineering I H A H Engg English , Irrigation Engineering , Irrigation Engineering English , Land Survey I , Land Survey I English , Rct Lsd Reinforced Concrete Technology , Rct Lsd Reinforced Concrete Technology English , Reinforced Cement Concrete Drawing , Reinforced Cement Concrete Drawing English , Refrigeration And Air Conditioning , Refrigeration And Air Conditioning English , Hydraulics And Pneumatics , Hydraulics And Pneumatics English , Computer Aided Design And Manufacturing , Computer Aided Design And Manufacturing English , Environmental Studies , Environmental Studies English , Quantity Surveying And Valuation , Quantity Surveying And Valuation English , Design Of Steel Structures , Design Of Steel Structures English , Construction Management Accounts Enterpreneurship Development , Construction Management Accounts Enterpreneurship Development English , Steel Structure Drawing , Steel Structure Drawing English , Repair Maintenance Of Buildings , Repair Maintenance Of Buildings English , Metrology And Measuring Instruments , Metrology And Measuring Instruments English , Automobile Maintenance Repair And Service , Automobile Maintenance Repair And Service English , Transport Engineering I Hah Engg , Construction Management Accounts And Ed , Construction Management Accounts And Ed English Total Quantity : 366
Contract Date: Ref. Documents Contract Value : 99,720
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : 1.28 Lakh
Boards / Undertakings / PSU No of Bidders 6
10.
Drinking Water Supply and Sanitation #4658552 AOC
tender for 24X7 Ws Scheme In 11 Wards, Surveying Soil Investigation Design And Supply Of All Materials Labour Tp Etc Complete Required For Completion Of Following Works Of 24X7 Water Suuply Scheme 11 Selected Wards Of Nagar Nigam Ayodhya, Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/1995 and IS-8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and stacking all complete. Rates are including Supply of all DI specials required for completion of work. THE Pipe K-7 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia Carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. Including carting and laying/jointing of specials and including shifting of electric cables if any required for completion of work. di Pipe K-7 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia Excavation of earth for pipeline trenches in Ordinary Soil (Loam, Clay or Sand) with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in Supply and delivery of CI/DI flanged end sluice valve PN-1.0 (MPa) with Body and Bonnet of Cast iron/Ductile Iron GGG 40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-0 ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type AflS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange C. L. DIF Sluice Valve 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia Supply, Fixing and delivery of CIDI Scour valve PN- 1.6(MPa) with Body and Bonnet of Ductile Iron GGG-40/SG- 400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2, and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-0 ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type AllS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as Supply, Carting and Fixing of Stainless Steel (S.S-304) Landing (Fire Hydrant) Valve (Flanged) IInlet 80mm & Outlet 65mm, as per IS:5290, Flanged Ends to IS:1538. Fire Hydrant 80 mm dia Supply, Carting and Fixing of C.I. Single ball type Air Valve 20 mm dia Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete including supply of C. I. DIF Sluice Valve 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia Designing, Supplying, Installing, commissioning & testing of Actuator Operated Isolation Valves, DIDFPN 1.0 rating having data communication feature with PLC SCADA and also transmit data along with controlling and monitoring of valve through M.C.S incorporated with integral Starter & gear box including DI tail pieces with EPDM fully covered wedge and epoxy coat C. L. DIF Sluice Valve 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia Providing, erecting and commissioning of MS dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long C. L. DIF Sluice Valve 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia Supply of all materials and construction of following chambers as per type design with supply of all labour, T&P Masonary Type Chamber with Precast concrete opening. Fire Hydrant Chamber with Precast concrete opening. Air Valve Chamber with Precast concrete opening. Surface Box Type with Precast concrete opening. dismantling or removing type or road & stacking of useful materials, and disposal of debris upto 8 km lead including supply of all materials BOE Road Cement Concrete Road Bitumen Road Interlocking Tile Road Permanent Reinstatement of following type road as per specification of PVD/Local body. BOE Road (with 40% New Bricks and 60% old Undamaged serviceable bricks) C.C. Road (with 125 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 125 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Bitumen Road in Nagar Nigam 1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (100 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.PIL of 40mm thick DBM with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5% 5a P/L of 30 mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5% 6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 Bitumen Road PVD 1.granular sub-base with material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (150 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.PIL of 50mm thick Dense Bituminous Macadam with 100- 120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 3.4% 5a. Providing and laying tack coat. 6..P/L of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @5.5% 7.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 Interlocking Tile Road (40% New interlocking tile 80 mm thick M 35 Grade and 60% old serviceable tiles, Palin cement concrete in 75 mm thickness 1:6:12 cement:sand: 40 mm coarse stone aggregate in base.) Crossing of road or large Nala or structure or road by trenchless method having casing pipe. 500 mm dia MS pipe upto 2 mtr depth. Nala/Road Crossing Small Rising Main Supply of D.l. pipes (K-9)of following sizełwall thickness with I.S. 8329/2000 or its latest amendments with jointing materials including for destination and all taxes and 150 mm dia DI K-9 Excavation of earth for pipe line trenches with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50M lead etc. complete. Carting from store to site of work following D.I. Pipe with specials, lowering the same into trenches and laying true to alignment and gradient including jointing properly testing of pipe line (but excluding the cost of trenching and cutting of pipe for making the length) etc. complete. 150 mm dia DI K-9 Supply and Fixing of CIIDI flanged end sluice valve PN- 1.6(MPa) with Body and Bonnet of Cast iron/Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-0 ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type AllS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange 150 mm dia DI K-9 Supply and Fixing of following size of C.I. Double orifice type Air Valve 20 mm dia F.O.R. Destination including all taxes and insurance. 150 mm dia DI K-9 Supply of all materials and construct following type sluice valve chambers complete as per type design. (a) Masonary Type S.V. Chamber as per unit estimate (b) Air Valve Chamber as per unit estimate Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. C.C. Road Bitumen Road Interlocking Reinstatement of following type road charges to be paid to PVD/Local body. C.C. Road (with 125 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 125 mm Cement Concrete course of 1:1.5:3-cement: coarse sand: 20 mm Bitumen Road in Nagar Nigam 1.granular sub-base With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (100 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.PIL of 40mm thick DBM with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5% 5a PIL of 30 mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5% 6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 Bitumen Road in PVD 1.granular sub-base With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 125 mm layer thickness. 3. Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam. (150 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.PIL of 50mm thick Dense Bituminous Macadam with 100- 120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premised with bituminous binder VG 30 @ 3.4% 5a. Providing and laying tack coat. 6..PIL of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @5.5% 7. Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 Interlocking Tile Road (40% New interlocking tile 80 mm thick M 35 Grade and 60% old serviceable tiles, Palin cement concrete in 75 mm thickness 1:6:12 cement:sand: 40 mm coarse stone aggregate in base.) Supply of all material, labour, T&P and construct RCC thrust blocks at the bends of DI pipe etc. complete.(as per CPHEEO specuification and departmental design) R.C.C. work in 1:1.5:3 (cement: coarse sand 20 mm aggreagate) mix. Rates are inclusive of all materials, supply and installation of scaffolding and shuttering, labours and Supply and placing of HYSD bars grade>= Fe 500 in RCC work, including all material, labours and T&P Bypass Arrangement from rising main to distribution main including supply of sluice valve, A/F tee, CI/DI flange spigot, distance piece etc and carting, laying, jointing of all material, specials. This include all material, labour T&P. Excluding cost of Rising main, its laying jointing and excavation. 150 mm to 400 mm dia DIK 9 150 mm to 250 mm dia THICK 150 mm to 350 mm dia DIK 9 Interconnection of rising main with tubewell including supply carting, laying & jointing of sluice valve, Tee, tailpiece, bend and other specials etc. including all labour, material T&P. As per unit estimate 150 mm dia HOUSE CONNECTION IN NEV PIPE LINE Residential House Connection Materials 20mm dia (OD) HDPE pipe (12.5KG/CM2) 15 mm dia (OD) Gl pipe Class-B Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection. Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated (insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non-corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up 100 NB x 15 mm, 20 mm, 25mm 150 NB x 15 mm, 20 mm, 25mm 200 NB x 15 mm, 20 mm, 25mm 250 NB x 15 mm, 20 mm, 25mm 300 NB x 15 mm, 20 mm, 25mm 350 NB x 15 mm, 20 mm, 25mm 400 NB x 15 mm, 20mm, 25 mm Labour Making ferrule connection in. Distribution mains with saddle piece, service connections, fittings, and fixing of G.M. Ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting Gl pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, Commercial House Connection Materials 25mm dia (OD) HDPE pipe (12.5KG/CM2) 20 mm dia (OD) GI pipe Class-B Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection. Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated (insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non-corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. 100 NB x 15 mm, 20 mm, 25 mm, 50mm, 65mm 150 NB x 15 mm, 20 mm, 25 mm, 50mm, 65mm 200 NB x 15 mm, 20 mm, 25mm, 50mm, 65mm 250 NB x 15 mm, 20 mm, 25mm, 50mm, 65mm 300 NB x 15 mm, 20 mm, 25mm, 50mm, 65mm 350 NB x 15 mm, 20 mm, 25mm, 50mm, 65mm Labour Making ferrule connection in Distribution mains with saddle piece, service connections, fittings, and fixing of G.M. Ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting Gl pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, Supply and installation of Electromagenetici Ultrasonic AMI based domestic/Commercial water meter with Wi-fi /wireless metering. Cost includes complete setup of automatic meter reading solution, development of software mobile application for metering and billing. AMI module specification shall be approved by department.All items related to water meter shall be as per direction of Engineer - DN 15 (Dom., Comm.) DN 25 (Commercialfinstitutional) DN 50 (Commercial/institutional) DN 65 (Commercialfinstitutional) Over Head Tank RENOVATION OF EXISTING OVER HEAD TANKS WHICH INCLUDES FOLLOVING ITEMS: Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHT for repair and strengthning as per direction of engineer in charge. Surface Preparation- The surface of structure to be treated for strengthning shall be reoughened properly either by raking joints or by haching the cement concrete surface with a specially made haching tool or otherwise alternatively to make the surface rough and dust free by providing spatter key or wire brush. Injection grouting in vertical surface/wall placing and fixing nozzle by drilling machine in tank wall having minimum dia of nozzle 15mm and provide on a regular interval not exceeding Im including construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admisxed with cement through nozle under pressure by sump @ 250gms per bag of cement sealing the nozzle after frounting with Ploymer product mixed with cement, making tank body in working and seapage free condition. Change of steel ladder inside the tank, repair of MH cover of top dome, change of mosqeuto jali with new one complete. Supply and fixing of 20mm dia G.I.Pipe railing in stair case and balcony. (Taking only 25% new and 75% old OP Z-1A Capacity 150 KL/18 M OP Z-2 Capacity 300 KL/20 M OP Z-3A Capacity 1250 KL/20 M OP Z-4A Capacity 1250 KL/20 M OP Z-5 Capacity 200 KL/18 M Construction of new pumphouse( 3.6 x 3.0 m) cum chlorinator( size 2.8 x 1.8 m) As per departmental drawing & Construction of boundary wall around waterworks etc as per type design including supply of all Materials, Labour, Tools and Plants etc. complete. Supply & fixing of 3.60 M wide MS Gate and 1.2 m wide MS gate including fabrication and supply of steel and construction of boundary pillars all complete. Earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. This include supply of earth from 12 km lead. Construction of interlocking approach road including supply of all materials, labour, tools and plants etc, complete. Including construction of Sub base (P.C.C. 1:6:12 (75mm) thick)) and C.C. edging of 100 mm height. Interlocking tiles shall be rubber moulded 80 mm thick minimum M 35 grade. Water works campus development including landscaping, horticulture of open land as per direction of engineer in Construction of Admin Building with Training center. Rate is per sqm of plinth area. Building shall be RCC framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings( min 20 fan, min 10 exhaust fans, min. 10 Nos A.C., min. 100 LEDs, min 5 LED displays 55 inch size etc.), required fall cellingsł wall panneling including all required furniture for 40 persons in confrence rooms and other officers room as per standerd All specification shall be conforming to PWD/CPWD/C&DS Construction of master control station. Rate is per sqm of plinth area. Building shall be RCC framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings. required fall cellings! wall panneling including all required furniture for 10 persons in confrence rooms and other officers room as per standerd All specification shall be conforming to PWD/CPWD/C&DS Construction of booster pump room as per department approved drawing and design rate per sqm of plinth area. E&M Vorks OP Zone 1 Discharge 1200 LPM 54 m & 60 M Head Transportation of Rig Machine & its T&Plequipments to the site of work including loading & unloading, baricating, erection & dismantling etc. Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. Transportation of OP Unit and its T&P including loading & unloading, erection & dismantling etc. Supply including loading & unloading of TV assembly of MSERV pipe. 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.S. well cap 12mm thick, required M.S. ring 100×12mm thick, M.S. S/l clamp, T.W. Support (I Section) etc complete 200mm dia MSERW 7.1mm thick plain slotted pipe including with required M.S ring 100×12mm thick, 1 no M.S. bail plug, required center guide etc comp in all respect. Drilling of Bore (Including water arrangement) Logging of Bore Drilling of 600mm dia bore from G.L. to 45 m BGL. Drilling of 500mm dia bore from 45 m BGL to 100m BGL, Drilling of 500mm dia bore from 101m BGL to 165m BGL. Welding and lowering of tw Assembly including electrodes welding set and generator etc. required for completion of work) as per following: Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 42 m BGL. Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 42 m BGL to 100m BGL. Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 150m BGL. Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened, washed and proper stacking at site. Development of Tubewell Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. Cutting of T.W. cover by gas cutter, re-welding of T.W.cover by Electric welding after complete development of work. By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work. Chemical and bacteriological test Supply, inataliation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Crabilini 1200 LPM, 60 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+%5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge), D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., DIF Bend 01 No., AfF Tee, 01 No., DiF Reflex Valve 1No., Enlarger Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, Internal Electrification of pump house, Supply & Installation of sutable size armoured 1200 LPM, 54 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+%5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge), D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., DIF Bend 01 No., AfF Tee, 01 No., DiF Reflex Valve 1No., Enlarger Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house, Supply & Installation of sutable size armoured cable Fully automatic Servo Voltage Stabilizer having suitable capacity as per actual site requirements and as per direction of Engineer in Charge fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360-440 V with T/F oil power cable & earthing etc.complete in all CE / UL certified Intelligent smart energy meter Motor Operated Actuator with Sluice Valve (150mm) CE / UL certified Electromagnetic flowmeter of size:100mm CE / UL certified Electromagnetic flowmeter of size:150mm Digital Soft starter (30 KW or suitable size as per site condition and direction of engineer in charge) Digital Soft starter (22 KW or suitable size as per site condition and direction of engineer in charge) Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (160 Amps) Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps) CE UL certified Hydrostatatic type sub soil water level transmitter CEFUL certified Pressure Transmitter Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT SUPPLY INSTALLATION TESTING COMMISSIONING OF SCADA FOR New, TIV train Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 Trial & Run of pumping plant Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward. ESR Automation (OP Zone-1 &1-A) Automation of Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and supply and fixing of DG Set (50% Standby) with LT Panel interlock and AMF Panel Design, SITC of Booster Pumps with 50% stand-by of peak water dermand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect as per 24x7 water supply Flow meter / Bulk Water Meter 350 mm Flow meter / Bulk Water Meter 400 mm Flow! Presssure Control valve 350 mm Flow! Presssure Control valve 400 mm SCADA Compatable Chlorinating System with separate controlled dosing Residual Chlorine Analyser Pressure Transmitter with required power arrangement TDS/PH Analyser with Data Logger Trial & Run of ESR Zone 1 & 1A Three Month Trial & Run, handing over of ESR with all consumables and Sodium hypochloride solution, vehicle, watch & ward. OP Zone 2A Discharg 800 LPM 54 M Head Transportation of Rig Machine & its T&Plequipments to the site of work including loading & unloading, baricating, erection & dismantling etc. Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. Transportation of OP Unit and its T&P including loading & unloading, erection & dismantling etc. Supply including loading & unloading of TV assembly of MSERV pipe. 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick, required M.S. ring 100×12mm thick, M.S. S/l clamp, T.W. Support (I Section) etc complete 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100×12mm thick, 1no M.S. bail plug, required center guide etc comp in all respect. Drilling of Bore (Including water arrangement) Logging of Bore Drilling of 600mm dia bore from G.L. to 45 m BGL. Drilling of 500mm dia bore from 45 m BGL to 100m BGL. Drilling of 500mm dia bore from 101m BGL to 165m BGL Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following: Lowering of 300mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL. Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 42 m BGL. Lowering of 150mm die MSERW plain/slotted pipe 7.1mm thick from 42 m BGL to 100m BGL. Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 150m BGL. Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened, washed and proper stacking at site. Development of Tubewell Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work. Chemical and bacteriological test Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer (For New TW) 1800 LPM, 54 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+%5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 100 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge), D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house, Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc.. Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360-440 V with T/F oil, power cable & earthing etc.complete in all respect. CE/UL certified Intelligent smart energy meter Motor Operated Actuator with Sluice Valve (100mm) CE/UL certified Electromagnetic flowmeter of size:100mm Digital Soft starter (15 KW (or suitable size as per site condition and direction of engineer in charge) Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC 60947-6-1) (100 Amps) CE UL certified Hydrostatatic type sub soil water level transmitter CE/UL certified Pressure Transmitter Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT SUPPLY, INSTALLATION TESTING & COMMISSIONING OF SCADA FOR New, T/W & ESR Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Device, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements Trial & Run of pumping plant Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward ESR Automation (OP Zone-2 &2-A) Automation of Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and supply and fixing of DG Set (50% Standby) with LT Panel interlock and AMF Panel Design, SITC of Booster Pumps as per 24x7 water supply requirements with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect Considering all DMAs. Flow meter/Bulk Water Meter 150 mm Flow meter/Bulk Water Meter 200 mm Flow meter/Bulk Water Meter 250 mm Flow/ Presssure Control valve 150 mm Flow/ Presssure Control valve 200 mm Flow/ Presssure Control valve 250 mm SCADA Compatable Chlorinating System with separate controlled dosing Residual Chlorine Analyser Pressure Transmitter with required power arrangement TDS/PH Analyser with Data Logger Trial & Run of ESR Zone 2 & 2A Three Month Trial & Run, handing over of ESR with all consumables and Sodium hypochloride solution, vehicle, watch & ward. OP Zone 3 Discharg1200 LPM 54 m & 60 M Head Transportation of Rig Machine & its T&P/equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. Transportation of OP Unit and its T&P including loading & unloading, erection & dismantling etc. Supply including loading & unloading of TW assembly of MSERW pipe. 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick, required M.S. ring 100X12mm thick, M.S. SA clamp, T.W. Support (I Section) etc complete in all respect 200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick, 1 no M.S. bail plug, required center guide etc comp in all respect. Drilling of Bore (Including water arrangement) Logging of Bore Drilling of 600mm dia bore from G.L. to 45 m BGL. Drilling of 500mm dia bore from 45 m BGL to 100m BGL. Drilling of 500mm dia bore from 101m BGL to 165m BGL. Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following: Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 42 m BGL. Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 42m BGL to 100m BGL. Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 150m BGL. Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened, washed and proper stacking at site. Development of Tubewell Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work. Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work. Chemical and bacteriological test Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer (For New TW) 1200 LPM, 60 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+%5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or) suitable length as per site condition and direction of engineer in charge), D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house, Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. 1200 LPM, 54 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+%5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge), D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house, Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. Fully automatic Servo Voltage Stabilizer having (40 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360-440 V with T/F oil, power cable & earthing etc.complete in all respect. CE/UL certified Intelligent smart energy meter Motor Operated Actuator with Sluice Valve (150mm) CE/UL certified Electromagnetic flowmeter of size:150mm Digital Soft starter (30 KW (or suitable size as per site condition and direction of engineer in charge) Digital Soft starter (22 KW (or suitable size as per site condition and direction of engineer in charge) Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC 60947-6-1) (160 Amps) Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC 60947-6-1) (125 Amps) CE/UL certified Hydrostatatic type sub soil water level transmitter CE/UL certified Pressure Transmitter Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT SUPPLY, INSTALLATION TESTING & COMMISSIONING OF SCADA FOR New, T/W & ESR Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Device, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements Trial & Run of pumping plant Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward. ESR Automation(OP Zone-3 &3-A) Automation of Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and supply and fixing of DG Set (50% Standby) with LT Panel interlock and AMF Panel Design, SITC of Booster Pumps as per 24x7 water supply requirements with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect Considering all DMAs. Flow meter/Bulk Water Meter 250 mm Flow meter/Bulk Water Meter 300 mm Flow/ Presssure Control valve 250 mm Flow/ Presssure Control valve 300 mm SCADA Compatable Chlorinating System with separate controlled dosing Residual Chlorine Analyser Pressure Transmitter with required power arrangement TDS/PH Analyser with Data Logger Trial & Run of ESR Zone 2 & 2A Three Month Trial & Run, handing over of ESR with all consumables and Sodium hypochloride solution, vehicle, watch & ward ESR Automation (OP Zone-4 &4-A) Automation of Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and supply and fixing of DG Set (50% Standby) with LT Panel interlock and AMF Panel Design, SITC of Booster Pumps as per 24x7 water supply requirements with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect Considering all DMAs. Flow meter/Bulk Water Meter 350 mm Flow meter/Bulk Water Meter 400 mm Flow/ Presssure Control valve 350 mm Flow/Presssure Control valve 400 mm SCADA Compatable Chlorinating System with separate controlled dosing Residual Chlorine Analyser Pressure Transmitter with required power arrangement TDS/PH Analyser with Data Logger Trial & Run of ESR Zone 4 & 4A Three Month Trial & Run, handing over of ESR with all consumables and Sodium hypochloride solution, vehicle, watch & ward ESR Automation(OP Zone-5) Automation of Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and supply and fixing of DG Set (50% Standby) with LT Panel interlock and AMF Panel Design, SITC of Booster Pumps as per 24x7 water supply requirements with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect Considering all DMAs. Flow meter/Bulk Water Meter 200 mm Flow meter/Bulk Water Meter 250 mm Flow/ Presssure Control valve 200 mm Flow/ Presssure Control valve 250 mm SCADA Compatable Chlorinating System with separate controlled dosing Residual Chlorine Analyser Pressure Transmitter with required power arrangement TDS/PH Analyser with Data Logger Trial & Run of ESR Zone 5 Three Month Trial & Run, handing over of ESR with all consumables and Sodium hypochloride solution, vehicle, watch & ward HSD Oil for Operation of DG Sets During Trail and Run as per Actual Requirement for all zone SUPPLY, INSTALLATION TESTING & COMMISSIONING OF SCADA MCS (MASTER CONROL STATION) FOR ZONE-01 TO 3 Development of existing SCADA package of UPJN at Ayodhya for integration of new RTU stations & upgradation for required tags & screens etc. complete in all respects. Provision for the development of applications with commissioning in server for data acquisition, transmitting and reporting of Data at existing SCADA & UPJN server from the devices(having different data format and conversions) installed at Pumping stations, SCADA and Control valve data to be transmitted to server via device, which would be compatible with ALL browsers on Mac, PC, Linux, and mobile devices capable of displaying HTML5 and executing JavaScript, including: Chrome, Firefox, Safari, Internet Explorer, Mobile Safari and Chrome on iOS, Mobile browsers on Android. Utilises open standards for HTML5, JavaScript, and CSS. Unique markup option quickly adds live data to existing HTML pages. Programmatic JS interface allows for advanced application UI development. Supports authentication and secure communications over SSL. Requires no plugins, Java applets, or ActiveX controls to execute, just point your browser to your web application to start. Requires no compilation or packaging for deployment, supports file copy deployment or integration with your own deployment methods. Real time data need to be delivered directly to browser, reducing load on your web application server. Data to be automatically connected/transferred to UPJN server. Data security should be maintained through encryption. Scheduling of periodical Data backup etc all complete as per direction of Engineer in charge. Cyber security auding and certifying for web hoisting towards web application as per direction of Engineer in charge. Supply, installation, testing & commissioning of Artificial Intelligence platform to monitor and modulate the instruments in real time for dynamically reconfigurable DMAs. Supply & Trail of Leak Detection Device for Underground Pipeline. SITC of Server in admin building with required hardware e.g. Desktop PC, Display, Airconditioner, Database Backup Arrangement along with System required compatible for complete Ayodhya city water supply and Sewerage System SCADA Data backup and data management for minimum 05 years data backup. SCADA MCS (MASTER CONROL STATION) with Interactive Display for control room including required accessories, workstation, Desktop PC, Printers and Furniture as per Direction of Engineer Incharge Complete in all respect.
Contract Date: Nov 26, 2024 Contract Value : 84.29 Crore
Government Departments No of Bidders 2
Uttar Pradesh View Result →
11.
Petroleum and Natural Gas #3141389 AOC
Topographical Survey Using Aerial Photogrammetry Method And Underground Scanning Survey Using Ground Penetration Radar For Cpcls Cbr Project At Nagapattinam, Tamilnadu , Survey Works ( Spec. No.6-65-0002 ) ( For All The Items Of Work In This Sor ) C001.12.00: Constructing 300Mm X 300Mm X 1200Mm Size Grid Pillars In Plain Cement Concrete Of M-20 Grade With 20Mm And Down Size Graded Stone Aggregates With 500Mm Below Ground Level And 700Mm Above Ground Including Embedding Steel Plate 150Mm X 150Mm X 10Mm Thick With Two Nos. Anchor Bars Of 12Mm Dia. 150 Mm Long On Top Of Pillar For Marking The Permanent Reference Points, Including Earthwork In Excavation, Backfilling And Spreading Surplus Earth, Shuttering, Tamping, Ramming, Vibrating, Curing, And Finishing The Top And Sides Rough Or Smooth As Directed Or Specified With All Labour And Materials, Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. , C001.13.00: Constructing 300Mm X 300Mm X 1000Mm Size Boundary Pillars In Plain Cement Concrete Of M-20 Grade With 20Mm And Down Size Graded Stone Aggregate With 500Mm Below Ground Level And 500Mm Above Ground, Including Earthwork In Excavation, Backfilling And Spreading Surplus Earth, Shuttering, Tamping, Ramming, Vibrating, Curing And Finishing The Top And Sides Rough Or Smooth As Directed Or Specified With All Labour And Materials Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. , C001.14.00: Constructing 1500Mm X 1500Mm X 2000Mm Size Permanent Pillars Plain Cement Concrete Of M-20 Grade With 20Mm And Down Size Graded Stone Aggregate With 1000Mm Below Ground Level And 1000Mm Above Ground Including Embedding Steel Plate 150 Mm X 150 Mm X 10 Mm Thick With Two Nos. Anchor Bars Of 12Mm Dia. 150 Mm Long For Marking Permanent References Points Including Earthwork In Excavation, Backfilling And Spreading Surplus Earth, Shuttering, Tamping, Ramming, Vibrating, Curing, And Finishing The Top And Sides Rough Or Smooth As Directed Or Specified With All Labour And Materials Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. , C001.17.00: Conducting Topographical Ground / Land Survey In The Specified Area By Aerial Photogrammetry, Covering Details Of All Physical Features Like Rivers, Nallahs, Lakes, Ponds, Wells, Pits, Forest, Trees, Roads, Culverts, Transmission Lines, Telegraph / Telephone And Electric Poles, Underground Or Any Other Services, Cross Drainage Works Etc. Including Establishing High Flood Level With Source Of Information, Identification Of Any Monument / Historical Structure / Wild Life Sanctuary In The Vicinity, Identifying And Locating The Storm Water Disposal Point With Levels, Including Providing In Tabulation Girth Wise No. Of Trees Etc. As Specified, Plotting And Developing Topographical Contour Maps, Providing Spot Levels, Ditigal Terrain Model, 3D Image, Ortho-Photo Etc. Showing True North Including Establishing Survey Reference Stations, Key Plan, Carrying Out Dgps Survey At Minimum 4 Locations, Establishing Ground Control Points Etc. Including Carrying Out Stereo Photogrammetry Processing, Including All Equipment, Instruments, Personnel As Per Requirement To Carry Out Survey Work Etc., Complete In All Respects As Per Drawings, Specifications And Directions Of Engineer-In-Charge Including Submitting Hard Copies Of Drawings / Map And Supply Of Electronic Files. , C001.17.01V10: At Following Location ( At - Township Site ) , C001.17.01V11: At Following Location ( At - New Refinery Site ) , C001.17.01V25: At Following Location ( At - Cbmt-Iocl Site ) , C001.19.00: Carrying Out Under-Ground Survey For Locating Underground Services Up To 5M Depth ( The Area For Under-Ground Survey Will Be Based On Field Survey Input ) Including Surveying And Scanning All Underground Services ( Both Metallic And Non-Metallic ) Using Advanced Technologies Like Ground Penetration Radar ( Gpr ) Equipment, Total Station, Dgps, Etc. As Required For Completing The Survey Including All Tools And Tackles, Skilled Manpower Etc. Including Providing Autocad Drawings In The Existing Coordinate System With All The Marked Up Utilities Etc. As Per Scope Of Work, Standard Specifications And Directions Of Engineer-In-Charge.
Contract Date: Oct 11, 2021 Contract Value : 27.26 Lakh
Boards / Undertakings / PSU No of Bidders 4
12.
Educational and Research Institute #203055 AOC
Supply Of Tools Equipments And Machinery At Govt . Iti Gurugram.- 1 1 Dumpy Level With All Accessorie. Specification - Dumpy Level With All Accessories 32X Magnification Trimble / Geomax / / Leica Geosystem / Stonex 1 Set 2 2 Auto Level With All Accessories . Specification - Auto Level With All Accessories 32X Magnification Complete Withstandard Accessories Aluminium Telescopic Stand, Setting Accuracy 0.5, Focussing Distance One Meter Trimble / / Geomax / Leica Geosystem / Stonex 2 Nos. 3 3 Transist Theodolite With Stand With All Accessories . Specification - 20 Vernier Transit Thedolitewith Built In Optical Plummet Complete With Magnetic Tubular Compass And Standard Accessories With Aluminium Telescopic Tripod . Trimble / Geomax / Leica / / Geosystem / Stonex 2 Set 4 4 Digital Theodolite Latest Model With All Accessories . Specification - Digital Theodolite Latest Model With All Accessories ( Features:- Based On Laser Technology, Two Large Lcd Panel With Easy To Read, Automatically Compensates Tilt In Two Direection And Compensates Vertical Angles. High Integrated Electronic Board And Ic Elements ) Angle Measurement Precision 2, Minimum Focussing Distance 1.5M Trimble / Geomax / Leica Geosystem / Stonex 2 Nos. 5 5 Plane Table. Specification - Plane Table Made Of Fir Wood, With Teak Wood Batten, Brass Washer And Screw, Stand With Accssessories Alidade, Trough Compass, Spiritlevel ( 6 ) U-Fork, Plumb Bob All Accessories Made Of Brass And Water Proof Canvas Cover., Etc .Isi Mark / Bis Mark 2 Set 6 6 Prismatic Compass With Stand . Specification -110Mm Dia. Isi Mark / Bis Mark 1 Set 7 7 Telescopic Alidade . Specification - Telescope Alidade With Compass On Brass Base And Foot Screw , Bubble , Telescope Lense 25 Mmmagnification 15 X. Trimble / Geomax / Leica Geosystem / Stonex / / 1 Set 8 8 Levelling Staff. Specification - 4 Mt. Leading To 5 Mt Telescopic Type , 01 No Telescopic And 2 No Straight Piece Isi Mark / .Bis Mark 3 Nos. 9 9 Total Station. Specification - Instrument For Total Station With Latest Model, With All Accessories ( Graphic Lcd Display On Both Side. Multy Function Key Board On Both Side. Able To Interchange Data Between Gps And Total Station Without Any Data Conversion. Minimum 8 Hours Rechargeable Li-Ion Battery. Poles And Prism 2 Nos Each ) . Telescope Magnification 30X, Minimum Focus 1.7M. Distance Measurement With Prism 3500M And Without Prism 1000 Meter. Distance Accuracy With Prism 2Mm And Measuring Time 1 Sec . Feature & Loaded Software Oem Make -Surveying, Layout, Height Measurement , Missing Distancs Measurement , Sub Area Division , Reference Line , Cogo , Projection System National Grids System, Select Geoids, Grid To Ground, Select Coordinate In Order Nez&Enz , Setting ( Units, Precision, Parameters , Etc. ) Graphical Display Of Survey Data With Zoom In Zoom Out , Pan Factility , Line Joining, Import Image / Tiff / Shp&Dwg In Background . Accessorise , Hardware & Software Should Be Oem Make:-Data Downloading Cable -1No, Battery Charger Duel Solt 1No, Rechargeeable Battery Li-Ion 2No, 8Gb Hp Pen Drive 1No, Graduated Rang Pole 2.15 Meterwith Bubble -1No, Prism Assembly ( Traget Plate, Prism & Holder ) -2No Each, Wooden Tripod -1No. Internal Memory 1Gb And External Memory 8Gb And Operating Time 12 Hour And Lcd Display On Both Side. Angular Measurement Accuracy 1And Least Count 0.5 Trimble / Geomax / / / / Leica Geosystem / Stonex 2 Nos. 10 10 Hand Held Gps ( Latest Model ) With Standard Specification . Specification- Gnss:-High-Sensitivity Gnss / Bas Receiver And Antenna Internal Antenna 72 Channels Gps L1 C / A Glonass, Galileo E1, Beidou, Sbas Intergrated Real-Time Sbas ( Waas / Egnos / Msas ) . Smart Feature:- Intergrated Speaker And Microphone Intergrated 4G Cellular Data, Text And Voice Capability . Camera:- 5Mp Camera With Geotagging And Flash Light , 2Mp Fornt Camra . Display:- Capactive Multi-Touch 5.3 Inch Bright, ( 1200X700 ) Pixel Sunlight-Readable Gorilla Display . Processor & Memory:- 1.2Ghz Processor 16Gbflash Memroy & External Microsdhc Memory Card Solt Rom: 1Gb • Ram: 256Mb • , Accuracy:-1.5-2 M Real Time With Sbas , Gps, Glonass . Power Supply:- Rechagreable Battery Backup 14 Hrs . Standard Accessories - Screen Protectors X2 Battery A / C Charger Usb Cable . Operating System:- Android @6.1, Software Package Inculdes: Google Mobile Services Communication -Cellular Gsm, Wi-Fi , Bluetooth 4.0 , Micro Usb Connector .Onboard Software:- Graphical Display Of Survey Data With Zoom In Zoom Out Facility, Line Joining Polygon, Area, User Defined Projection Systems, Accpet Shape / Image & Satellite File In Background Etc / / Trimble / Geomax / Leica Geosystem / Stonex 2 Nos. 11 11 Drawing Instrument Box Specification:-Draughtsman Drawing Instrument Box Containing Compasses With Pencil Point, Point Driver, Interchangeable, Divider Pen Point Interchangeable, Divider Spring Bow, Pen Spring Bow Lengthening Bar, Pen Drawing Liner, Screw Driver Instrument, Tube With Lead. Omega / Complex / Arasler / 52 Sets 12 12 Protractor Celluloid 15 Cm Semi -Circular. Classmate / Rotring / Lckzer / Omega / / 50 Nos 13 13 Scale Card Board . Specification - Scale Card Board- Metric Set Of Eight A To H In A Box 1:1, 1:2, 1:2:5, 1:5, 1:10, 1:20, 1:50, 1:100, 1:200, 1:500, 1:1000, 1:2000, 1:1250, 1:6000, 1:38 1 / 3, 1:66 2 / 3 / Classmate / Rotring / Lckzer / Omega 50 Nos 14 14 Scale Plotting Box Wood 6 Metric Scale 30 Cms Long With Offset Scale . Classmate / .Rotring / Lckzer / Omega 50 Nos 15 15 Set Square Transparent 20 Cm 2Mm Thick With Bevelled Edges 45 Degree . Classmate / . / Rotring / Lckzer / Omega / . / 50 Nos 16 16 Set Square Celluloid 25 Cm 2 Mm Thick With Bevelled Edges 60 Degrees . Classmate / Rotring / Lckzer / Omega / . / 50 Nos 17 17 Template-Architects And Builders . Specification - Standard Graph Brands Confirming To Is Specification. Isi Mark / Bis Mark.. 50 Nos 18 18 Mini Drafter . Specification - Mini Drafter Having Steel Rod &Celluloid Scales. Omega / . Complex / Arasler 58 Nos 19 19 Geometrical Models ( Plastic / Wooden ) . Specification - Geometrical Models ( Wooden / Plastic ) As Per Given Below: I ) Cube 08 Cm Sides. Ii ) Rectangular Parallel Piped 8Cmx15cm Iii ) Sphere 8Cm Dia. Iv ) Right Circular Cone 8 Cm Dia Base And 15 Cm Vertical Height V ) Square Pyramid 8Cm Side Base And 15 Cm Vertical Height Vi ) Cylinder 8 Cm Dia. 15 Cm Height. Vii ) Prisms Triangular 8 Cm Sides Triangle And 15 Cm Length. Viii ) Prism Hexagonal 8 Cm Sides Hexagon And 15 Lengths Omega / Complex / .Arasler 2 Set 20 20 Template-Circle, Ellipse, Furniture, Etc. / / Isi Mark / Bis Mark 4 Set 21 21 French Curves- Transparent Plastic Set Of 12 . Omega / Complex / Arasler / . / 10 Nos. 22 22 Flexible Curves 80 Cm Long. Classmate / . / / / Rotring / Lckzer / Omega 4 Nos. 23 23 Radius Curve Metric 3 Mm To 15 Mm . Classmate / Rotring / . / Lckzer / Omega 4 Nos. 24 24 Brass Parallel Rulers In A Case. Specification- 30Cm Long Made Of Brass Classmate / Rotring / Lckzer / . / / Omega 4 No.. 25 25 Calculater Scientific ( Non-Programmable ) Casio / Texas / Canon 4 Nos. 26 26 Proportional Dividers. Specification -15 Cm / / Classmate / Rotring / Lckzer / Omega 4 Nos. 27 27 Land Measuring Chain. Specification - 30 Meter Metric Chain With Two Brass Handle And 5 No Arrow. / . / / Isi Mark / Bis Mark 4 Nos. 28 28 Ranging Rod Wooden Fitted Iron Shoe. Specification- 2Mtr Long In Two Piece Made Of Seamless Extruded Steel Pipe And Dia 3Cm And Painted Alternately Black And White Water Proof Paint In 20Cm Length.Complete In Case. Isi Mark / . / / Bis Mark 24 Nos. 29 29 10 Steel Arrow, 10 Wooden Peg, 2 Wooden Mallet 1 Hammer . Specification - Steel Arrow Length 40Cm, Wooden Peg Length 20Cm And Cross Section 5Cm Sq. Isi Mark / Bis Mark / / . / 1 Set 30 30 First Aid Box . Specification - 1 Polybag, 1 Guide Book , 1Absorbent Cotton Wool , 2Eye Pad ( 6X8 ) , 1Scissr, 2B.P. ( 10X10 ) , 1Forceps, 40Mt5 Alcohol Swab, 10Safty Pin , 1Earbuds Uni, 4 Face Mask, 1 Srips Parasitamol, 1Strip Crosin Primo / Plantex Emergencies / Lepose 1 Set 31 31 Wall Clock. Specification Dia. 45 Cm, Colour White, Material Plastic, Shape Round, 1 Aa Battery, Silent Movement Ajanta, Cisco, Overa 1 No.. 32 32 Drawing Board ( 700Mm X500 Mm ) Is: 1444 Specification:-Drawing Board ( 700Mm X500 Mm ) Is: 1444. Board Must Be As Per Engg. Standards Made With Narrow Strips ( 100 To 150 Mm Wide ) Of Well Seasoned Good Quilty Wood.The Strips Should Be Joined And Glued Together Edge-To-Edge.Two Battens Screwed With The Strips Of The Board And Ebony Edge On The Left Side Of Board. Popular / Iconic / Roger & Moris 42 Sets
Contract Date: Mar 27, 2021 Contract Value : 22.63 Lakh
Boards / Undertakings / PSU No of Bidders 4
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