Under Smart City Mission, construction (Balance work) and 5 year operation and maintenance of Chakrata road as smart road. (Length-1.90 Km)

Amount

Footpath & KC Drain

Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantledmaterial with all lifts and up to a lead of 1000 metre)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

(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 metres)

(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

(Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Providing and Laying of Sand Blast Paver Block (M-40) Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504. Over Drainage

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all coloursand shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting

Providing, fixing and erecting 1.0 meter high C.I railing of approved pattarn approved by Engineer -In-Charge inlcuding necessary Earth work, brick work, concrete work,plastering, Steel work, Painting etc. complete in all respect

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality-H D - 20

Construction of Road Gulley chamber of size 450 mm L x450 mm W and depth 300 mm in R.C.C M-25 including earthwork, concrete work,form work, perforated steel Cover of weight not less than 60 Kg. etc Complete in all respect .

Pavement Work

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means. Bituminous course

(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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)

(Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.

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.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, allas specified in clause 517.)

Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading I ( 40 mm nominal size )

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects).Grading-II

Junction Improvement, Road Painting & Road Signages

(Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

(Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Single Row for one utility service

(Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Double Row for two utility services

(Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Triple Row for three utility services

Road Safety & Traffic Management works

Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873

Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001

Providing & Fixing of Bullnose Barrier as per the direction of Engineer-in-Charge.

Providing and fixing of corrosion resistant 2mm thick Type IV retro reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification sign with corrosion resistant 2mm thick Type IV retro- reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing) with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. (Clause No. 801 of MORTH)

Horticulture Works

Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart)

Bus Stop

Construction of Bus Stop including Supply of all material complete in all respect as per the drawing & Engineer-in-charge .

Electrical Work

External Lighting Feeder Pillar: Design, manufacture, supplying, fixing, testing & commissioning of outdoor wall/ floor mounted cubicle type CCMS feeder pillar of suitable size (not less than 600Wx1200Hx450D-CCMS) fabricated from 2.0 mm (14SWG) hot dip galvanized GI sheet steel with canopy on top, double door with locking arrangement (IP-54), powder coated with epoxy paint of approved shade, duly fixed on MS angle 50x6 frame with 900 long legs, out of which 450 duly grouted in cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 20mm) and having following equipment/ accessories mounted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth studs etc complete as reqd. Incomer RCBO or MCB+ELCB(100mA), 4 pole, 32 - 63A. 1 set of 100A, 415V, 50 Hz TPN Busbar (Al.) Digital Energy Meter with RS-485 comm. 1 no. 63A, high rupturing capacuty FP Power Contactor rated for 3 phase, 440 V, 50 Hz, AC 1 duty. Astronomical Timer having Single channel and capable of Auto resetting when power resumes, provision of manual over ride, switching ON/ OFF the circuit as per the Sunset and Sunrise timings along the year. 4 nos x 16-32 A TPN MCB outgoings for Lighting Circuits. RYB phase indication LED lamps, 9 watt LED lamp for panel illumination. In addition to above, feeder pillar shall consist of Smart Controller for Group controlling (ON/ OFF and ON/OFF/Dimming) & communicating with the CCMS over the mode and network provided; Surge Protection Devise (SPD); Battery; communication module/ Gateway with required SMPS; etc. and their associated components / accessories. It shall also consist of FP Isolator for isolating the smart lighting control equipment without discontinuing supply to the light pole during the outage of the smart control system. Cable glands suitable for 3.5Cx35mm²/ 4Cx16mm² PVC armoured cable, as required. Concrete foundation (for plinth mounting) Rating plate/ Name plate Danger Board Sundries

1100V Grade XLPE/ PVC Insulated (AL) Cables Supply of XLPE Insulated power cable (confirming IS-7098 Part-I) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor 4 CORE ARMOURED - 10 Sq. mm

1100V Grade XLPE/ PVC Insulated (AL) Cables Supply of XLPE Insulated power cable (confirming IS-7098 Part-I) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor 4 CORE ARMOURED - 25 Sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)

Lighting Poles & Accessories Supply of Cast iron Decorative ornamental pole with single arm bracket up to 1.5 Mtr length and a built in service window with lockable weather proof flush door provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connectors for mains connections in the bottom part of the pole including internal wiring of individual unit complete. (Refer Annex-1 for detailed specifications of Pole) 8 mtrs. Height, 450x450x15mm base plate, 4 nos. x M20 x 1000mm bolt

Supply of Cast iron Decorative ornamental pole with Ring carriage of dia not less than 750mm made of 50mm dia. GI pipe of Class-A suitable to install up to 4 nos LED flood Light with required clamps, nut, bolt etc and a built in service window with lockable weather proof flush door provided to accommodate 4 x 6 amp SP MCB and 32 amp heavy duty connectors for mains connections in the bottom part of the pole including internal wiring of individual unit complete. (Refer Annex-1A for detailed specifications of pole) 8 mtrs. Height, 450x450x15mm base plate, 4 nos. x M20 x 1000mm bolt

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 6.5 metre and upto 8.0 metre

LED Street Light: Providing & fixing of IP66 protected LED Street Light Luminaries made of Epoxy powder coated pressure die-cast aluminium housing with Glass Optical Cover (Glass/ Moulded Lens), Correlated Color Temperature 5700K, Color Rendering Index > 70, Lumen output- L70 @ 50000 hrs, Power Factor ≥ 0.95, THD <10%, Built-in Surge protection- 4KV, External Surge Protection-10KV, Dimmable Type-Potted Driver (housed in a separate compartment with built-in surge voltage, open/short circuit protections). LEDs shall be provided with non-yellowing modular secondary lens optics with high impact resistance (IK 07), Operating Temperature Range--10°C to 45°C, Input Voltage-140 to 270V AC, Input Frequency-50 Hz. 90W LED Street Light with Lumen Efficacy >124Lm/W.

P & F of IP-66 protected high power smart LED flood light system with extruded aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps supplied with pre wired cable of 1 mtr. Integrated driver shall be high efficiency having efficiency more than 85% and in compliance to IEC standards. System life of 50000 burning hours with 70% of initial lumen be maintained. Light output in red , green, blue, cool white or warm white colour as per engineers choice. Fixtures shall be CE compliance of following wattage. 100W LED flood light with Lumen Efficacy >124Lm/W.

P & F of IP-66 protected high power smart LED flood light system with extruded aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps supplied with pre wired cable of 1 mtr. Integrated driver shall be high efficiency having efficiency more than 85% and in compliance to IEC standards. System life of 50000 burning hours with 70% of initial lumen be maintained. Light output in red , green, blue, cool white or warm white colour as per engineers choice. Fixtures shall be CE compliance of following wattage. 150W LED flood light with Lumen Efficacy >124Lm/W.

High Mast Poles & Accessories: Providing and erection of 12.5 Mtr High mast Pole suitable to install up to 6 Nos.x 100-200W LED Flood light and control gear with rising system/Intregal power tool, weight 340 Kg comprising of 2 sections of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm, dia 100mm & 360mm for top and bottom respectively, stress fitting arrangement on site with 350 mm overlap dynamic loading to withstand max wind pressure as per -IS 875 part-III, base plate of 25mm thick 520 mm dia. and foundation bolts having 4 nos. bolts of 24mm dia 750 mm long (EN.8 grade) anchor plate 445 PCD, including RCC foundation work & accessories viz; (a) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitable to carry 500kg. load and up to 6 fittings symmetrically. (b) Trailing copper cable 5x2.5 sq.mm, PVC insulated PVC Sheathed, (c) Double drum 350Kg Winch having gear 53:1, oil bath (SAE90/140) arrangement, (d) 2 nos. Stainless steel wire ropes 5 mm dia (7/19) breaking load capacity 1450 kg. x 2, (e) Integral power tool 3-phase, 0.75HP 2m/min single speed torque limiter up to 500 kg adjustable, (f) Feeder Pillar (Conventional Type): Design, manufacture, supplying, fixing, testing & commissioning of outdoor wall/ floor mounted cubicle type feeder pillar of suitable size (not less than 600Wx900Hx450D) fabricated from 2.0 mm (14SWG) hot dip galvanized GI sheet steel with canopy on top, double door with locking arrangement (IP-54), powder coated with epoxy paint of approved shade, duly fixed on MS angle 50x6 frame with 900 long legs, out of which 450 duly grouted in cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 20mm) and having following equipment/ accessories mounted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth studs etc complete as reqd. Incomer RCBO or MCB+ELCB(100mA), 4 pole, 32 - 63A. RYB phase indication LED lamps, Digital Energy Meter with RS-485 comm. 1 no. 32-63A, high rupturing capacuty FP Power Contactor rated for 3 phase, 440 V, 50 Hz, AC 1 duty. Astronomical Timer having Single channel and capable of Auto resetting when power resumes, provision of manual over ride, switching ON/ OFF the circuit as per the Sunset and Sunrise timings along the year, Required nos of MCB controlled outgoings- 16-32A for lighting circuit. 1 set of Power tool control with 2 nos power contractor & raise /lower push buttons 9 watt LED lamp for panel illumination. Cable glands suitable for 3.5Cx35mm²/ 4Cx16mm² PVC armoured cable, as required. Concrete foundation (for plinth mounting) Rating plate/ Name plate Danger Board Sundries (g) GA drawing & details high mast & its foundation, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp)

Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.

Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes. G.I. pipe 3000 mm long, 50/25 mm, terminal 14 mm G.I. strip

Providing MS Rod Earth Electrode (20 mm dia x 1.5 m long) with required length of 6SWG GI wire for individual lighting pole earthing.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) for feeder pillar earthing.

Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required for Pole earthing.

Water Supply Work

D.I. pipe conforming to IS:8329/2000 Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. D.I. Pipe S&S K-7 100 mm dia pipe

D.I. pipe conforming to IS:8329/2000 Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. D.I. Pipe S&S K-7 150 mm dia pipe

D.I. pipe conforming to IS:8329/2000 Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. D.I. Pipe S&S K-7 200 mm dia pipe

D.I. pipe conforming to IS:8329/2000 Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. D.I. Pipe S&S K-7 250 mm dia pipe

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2001 Upto 600 mm dia

Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and ancluding the cost of rubber gastet: 100 mm dia

Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and ancluding the cost of rubber gastet: 150 mm dia

Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and ancluding the cost of rubber gastet: 200 mm dia

Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and ancluding the cost of rubber gastet: 250 mm dia

Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory. 100 mm dia

Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory. 150 mm dia

Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory. 200 mm dia

Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory. 250 mm dia

Making Flanged Joints between DI D/F pipes and DI D/F specials, including cost of jointing materials like nut & bolts, taking of standard quality and make with testing of joints. 100 mm dia pipe

Making Flanged Joints between DI D/F pipes and DI D/F specials, including cost of jointing materials like nut & bolts, taking of standard quality and make with testing of joints. 150 mm dia pipe

Making Flanged Joints between DI D/F pipes and DI D/F specials, including cost of jointing materials like nut & bolts, taking of standard quality and make with testing of joints. 200 mm dia pipe

Making Flanged Joints between DI D/F pipes and DI D/F specials, including cost of jointing materials like nut & bolts, taking of standard quality and make with testing of joints. 250 mm dia pipe

Concrete Saddles for supporting the pipes Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). For 100/150/200/250/300 mm dia DI pipe K-7

Concrete Saddles for supporting the pipes Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). For 100 mm dia DI pipe K-7 Headers

Supply, fixing and installation of multijet AMR domestic water meters prequipped with RF based automated meter reading facility, with nuts, bolts and necessary accessories confirming to IS 779:1994 / other ISO 4064 standard with 5 years warranty. DN 15mm as per technical specification

Supply, fixing and installation of multijet AMR domestic water meters prequipped with RF based automated meter reading facility, with nuts, bolts and necessary accessories confirming to IS 779:1994 / other ISO 4064 standard with 5 years warranty. DN 20mm as per technical specification

Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. At Distribution For DMA 150 mm dia

Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. At Distribution For DMA 200 mm dia

Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.

Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 20 mm size water connections.

Drainage Work

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 m as per Technical Specification Clause 202. By Mechanical Means Cement Concrete

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 m as per Technical Specification Clause 202. By Mechanical Means Reinforced Cement Concrete

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. In cement mortar.

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. In cement mortar.

Excavation of Earth below GL by manually or by mechanical means for laying of sewers, man-holes, Gully-pits, chambers etc. in soil including extra excavation below inverts, trimming, & dressing of sides, levelling and back fillng of trenches by excavated earth in 20 cm layers, watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 metres from the centre of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert level atevery point of excavation Excavation from invert levels to 90 cm above shall be done by manually. Up to 1.5 M depth

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Removal of earth By Mechanical Transport including loading, unloading and stacking upto 10 km Distance

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

Plain cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Extra for providing richer mixes at all floor levels- Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @340 kg/cum)

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Providing and fixing factory made 200 mm thick precast RCC perforated drain covers,having concrete of strength not less than M-40, of required size with reinforced steel as shown in the drawing, including providing 50 mm dia perforations @ 100 to 125 mm c/c or as indicated in the drawings, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge

MUD/Duct Bank Work

Construction of 4 Nos of pipe Duct Bank in M-30 Grade concrete including all lead and lift, supply and fixing of HDPE pipe (Dia specified in Drawing), earth work, concrete work, form work, steel reinforcement complete in all respect as per drawing & direction of Engineer-In-Charge.

Construction of 6 Nos of pipe Duct Bank in M-30 Grade concrete including all lead and lift, supply and fixing of HDPE pipe (Dia specified in Drawing), earth work, concrete work, form work, steel reinforcement complete in all respect as per drawing & direction of Engineer-In-Charge.

Construction of Pull Pit Chamber in M-30 grade concrete including earth work, concrete work, form work, steel reinforcement complete in all respect as per drawing & direction of Engineer-In-Charge.

Providing & Laying HDPE Pipe of dia 160 mm (OD) for Multiple pupose including supply & jointing of pipe, road cutting, excavation, backfilling complete in all respect as per drawing & direction of Engineer-In-Charge.

Providing & Laying HDPE Pipe of dia 250 mm (OD) for Multiple pupose including supply & jointing of pipe, road cutting, excavation, backfilling complete in all respect as per drawing & direction of Engineer-In-Charge.

Construction of Communication Chamber in M-30 grade concrete including earth work, concrete work, form work, steel reinforcement complete in all respect as per drawing & direction of Engineer-In-Charge.

Miscellaneous work-Construction of Cleaning Chamber including provisin for cleaning, supply & fixing of manhole chamber, necessary brick work, RCC work complete in all respect as per drawing & direction of Engineer-In-Charge.

Opration & Maintenance for 5 Years 1] Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of Drains including cleaning of drains and Main holes, repairing of drains and main holes as per technical specification Clause 1907. 3] Maintenance of Pullpit Chambers of Duct bank /MUD and Main holes of sewerage by way of clearing, Cleaning, Erosion repair, repairs to cracks as per drawing and technical specification Clasue 1908. 4] Maintenance of Footpath, kerb stone, C.I Railing, Bus stop, Road junction works etc by way of refixing and repainting by illuminated paint. 5] Maintenance of Road Safety & Traffic Management works by way of cleaning, repairing and repainting as per drawings and technical specification Clause 1910. 6] Maintenance of All Electrical works by way of repairing and proper functioning etc. 7} Repairing of pot holes/Patch by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen emulsion and patch repair with 40 mm thick Bituminous Concrete and using bitumen or catonic bitumen emulsion . 8] Maintenance of Horticulture works by way of repair or refixing of tree guard, watering , trimming of tree/Plant and bushes etc .

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M/s Krishna Constellation Private Limited