Smart City Thiruvananthapuram Limited Tender

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Smart City Thiruvananthapuram Limited Tender

Works
Civil And Construction
Road Construction
Consultancy Services
Eprocure
Opening Date23 May 2023
Closing Date30 May 2023
Tender Amount₹ 34,93,111 
Notes
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Costs

Summary

Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Mission Corporation Roads In Thiruvananthapuram Vazhapilly To South Nada Road Road Id 60

Description

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BOQ Items

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DO_NOT_SHOW

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Extra for additional lead of every 1 Km or part thereof for disposal of dismantled waste material by mechanical transport to approved municipal waste dumping yard as per the direction of Engineer In-charge

85.05

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Drain cleaning using scavengers for existing drain including removal of all deposited silt and conveying the removed earth to dumping site.(In CuM)

48.6

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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. Ordinary soil - Mechanical Means - (Depth upto 3 m)

41.4

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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.

3.06

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump

41.58

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

5.75

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

6.62

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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

5.4

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Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete

24.3

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STORM WATER DRAINS (DSR)

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Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

0.84

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

83.7

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Taking out of existing drain slab and stacking within 1000m lead including all labour charges and miscellaneous expenses etc complete

360

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Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

40

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

10.8

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Providing and fixing heavy duty DI grating with frame of size 450mm x 300mm for road gully chamber having minimum 30Kg weight with hinges etc. complete as per design & drawings.

18

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Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20

6

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3 ROAD & JUNCTION IMPROVEMENT

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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 Cement Concrete Grade M-20 and above - By Mechanical Means

41.4

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Extra for additional lead of every 1 Km or part thereof for disposal of dismantled waste material by mechanical transport to approved municipal waste dumping yard as per the direction of Engineer In-charge

41.4

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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 bytipper 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.

15.12

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

62.1

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Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately

10

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UNDER GROUND DUCTING OF UTILITIES (CIVIL)

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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. Ordinary soil - Mechanical Means - (Depth upto 3m)

44.4

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Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The outer layer colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation, middle layer shall be transluscent and the inner layer shall be having permanently lubricated lining of Silicore . Outer sheath thickness shall be 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm 0.3mm. Seven couplers every 100 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 15 Kg/cm2 for a minimum period of 2 hours. 14 End Plugs every 100 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so as to prevent any ingress of water/dirt etc. testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary. ISO Requirements- ISO 9001, 14001, 18001 as per design drawing technical specifications and directions of Engineer in charge.

376

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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.

1.2

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

10.56

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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

1.16

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Based on D.S.R-19.19.4.1-Supplying and fixing SFRC Circular shape 560 mm dia precast R.C.C. manhole cover(Extra Heavy Duty) with frame - EHD - 35 to existing manhole cover slab including necessary fixing charges labour etc. complete.br

12

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FOOTPATH(NMT)

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

18

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Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement

180

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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer 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 409

180

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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

54

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WATER SUPPLY WORKS

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 (KWA 100.1.1)

119.1

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Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (KWA Data 100.8.1)

120

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"Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. 100.59.1"

192

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Supply of PVC Pipe, 8kg/cm2, 110mm Dia.Rate inclusive of all specials.(IS 4985:2000) (As per KWA Data-100.98.224)

180

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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).br110 mm nominal outer dia pipes.(As per KWA Data-100.9.9)

180

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Providing New/Alteration of house connection from the existing main including earth work excavation,supplying and fitting suitable saddle piece,supplying and fitting 20 mm brass ferrule1 no,20 mm GM full way wheel valve 1no,bend 1no union 1no etc. and connecting the newly laid main,testing the joints etc complete but excluding cost of pipe.(Data as per the data from KWA).

50

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Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class IbrData derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2)

1

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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.(Data as Per KWA Data-100.98.458)

1

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Engaging Coolie for Contrilling Valves (From KWA Data-100.98.1008).

5

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Engaging Fitter ( grade 1)(From KWA Data-100.98.1009)

5

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Disconnecting water connection from service mains along Asphalt road without causing any damage to the existing line including charges of earth work excavation in all kinds of soil for exposing connection point including tar cutting / conrete cutting, making the disconnection point water tight charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other existing utilities, including the charges of hire for tools and plant, conveyance of tools and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of materials and as per the direction of departmental officers etc. complete.(KWA Data-100.51.3).

10

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Boring RCC slab above 8cm and upto 10cm thick for providing pipes or fittings of size 50 to 60mm and rectifying slab with cement concrete 1:2:4 using 20mm broken stone and finishing the top and bottom with cement mortar after placing the pipe or fittings.brNEW DATA (Prepared based onbrPHED SDB Vol II - Item No.1063)(As per KWA Data 100.41.22)

100

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Supply and Laying 20mm ASTM Pipe (Rate as per data from KWA).

500

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"Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. NEW DATA (Prepared based on PHED SDB - Item No.1070"

50

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Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete (50.6.2.1)

1

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Fabricating MS saddle of size 700 mm (ID) with 65 mm bore using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete:brFor pipes fabricated with 8 mm thick MS plates.

1

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Valve chamber (Inside 0.6X0.6X1 metre)- 2 No

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

1.87

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

0.14

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

8

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size (5.1.2)

1.19

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo - Mechanically Treated bars of grade Fe-500 D or more

89

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Supply of 560mm dia CI MH cover with frame, confirming to IS 1726(1991).(Data as per KWA)

2

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STREET LIGHT

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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 4x6 sq.mm+B3:G9A1B3:G7B3:G11B3:G10B3:G11B3:GB3:G11

225

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48/0.20 sqmm three core ISI Marked FR LS PVC sheathed round copper conductor cable

80

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Supply anf fixing of MS nut and bolt (as rrequired)

2

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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32 mm dia (suitable for cable sizes 4x6 sq.mm)

200

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Provision for LT Cable Gland ( 19 mm )

1

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Supply of 1.5mtr earth pipe for pole earthing

8

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Supply of 10SWG Copper earth wire

5

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Digging and Laying LT cable 4x6 sq mm (Street light) including laying of HDPE pipe for looping cables between street poles etc as per the direction of engineer in charge.

200

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Supply ,installationm ,testing and commisioning of LED strret light with out put 120 lumen /w,3000-6000 K with IP 66 protection ,total output of 6000 lumen above LED chip make cree/Lumilled/Nichea with power factor 0.95 at full load , internal surge protection up to * KV and aluminium pressusre die - cast power coated housing ,acrylic cover complete with THD 10%, power factor 0.98,RoHS complaint ,duly wired up for use on 230 V AC supply .Driver compartment should be seperately accesible for maintanance (LM 79 &80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer

8

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Supply ,installationm ,testing and commisioning of octogonal pole made of hot dip galvanised GI sheet 70 mm top diameter thickness 3 mm base plate diamensions of 200x200x12 mm suitable for wind speed as per IS 875 part III single arm bracket 0.5 mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junction boxes etc complete 6 mts

8

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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.up to 6 mtr

8

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Charges for giving street light connection

8

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Operation and Maintenance Cost

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Maintenance charges of road work and other components except land scaping per month for fourth year

12

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Maintenance charges of road work and other components except land scaping per month for fifth year

12

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