Tender For Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Missions - Corporation Roads -Balance Work- Package 2 -Id 91
Tender Value
63.70 Lakhs
Estimated cost
Bid Submission
16 Feb 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thiruvananthapuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Missions - Corporation Roads -Balance Work- Package 2 -Id 91
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2023 | Corrigendum 1 | Date | 03-Feb-2023 |
| 2 | 03-Feb-2023 | Corrigendum 2 | Date | 06-Feb-2023 |
| 3 | 06-Feb-2023 | Corrigendum 3 | Date | 10-Feb-2023 |
| 4 | 10-Feb-2023 | Corrigendum 4 | Date | 14-Feb-2023 |
| 5 | 14-Feb-2023 | Corrigendum 5 | Date | 15-Feb-2023 |
| 6 | 15-Feb-2023 | Corrigendum 6 | Date | 16-Feb-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKS -1 STORM WATER DRAINS |
| 2 | 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-15 & M-20 - By Mechanical Means |
| 3 | Extra for additional lead of every 1 Km 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 |
| 4 | 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) |
| 5 | 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. |
| 6 | 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 |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer |
| 8 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 9 | 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 |
| 10 | STORM WATER DRAINS (DSR) |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 12 | 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) |
| 13 | 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 |
| 14 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2 |
| 15 | 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 |
| 16 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design:100 mm diameter S.W. pipe |
| 17 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter |
| 18 | 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 |
| 19 | 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. |
| 20 | ROAD AND JUNCTION IMPROVEMENT |
| 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 In area of light jungle - By Mechanical Means |
| 22 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material |
| 23 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 24 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent 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 For Grading -II (13.2 mm Nominal size). |
| 25 | Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 26 | Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 27 | 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. |
| 28 | FOOTPATH |
| 29 | 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) |
| 30 | 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 32 | 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 |
| 33 | 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 colours and 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 the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-inCharge. |
| 34 | Supplying and fixing of MS Powder Coated chain in between bollards including fixing in position etc. complete. |
| 35 | Providing and fixing MS Powder Coated, 750mm height, 100mm dia, thickness 3mm bollards as per drawing including fixing with a MS base plate of size 150x150x6mm.Edge shall be smoothened as directed by Engineer in charge. All MS components are in MS Powder Coated finish, made using modern, automatic machines like CNC machine, robotic welding, laser cutting, water jets etc. The rate shall includes cost and conveyance of all materials, base plate ,screws ,bolts , fabrication, transportation, cutting and making good the floors, loading and unloading, handling of machineries all electrical charges etc. labor charges, lead, lift etc. complete as directed by Engineer-in-Charge. |
| 36 | WAY FINDING SIGNAGE & MARKERS |
| 37 | 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 |
| 38 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 39 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width |
| 40 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 41 | Providing and fixing reflective road studs (Raised Pavement Marker) of \" category A\" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector : |
| 42 | Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. |
| 43 | UNDERGROUND DUCTING OF UTILITIES (MORTH) |
| 44 | 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, constructinghead walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe asper IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outerdistance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple rowducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevententry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Cable Duct Across the Road - Triple rRow for three utility services |
| 45 | Construction of granular sub-base by providing 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 Grading-I - Plant Mix Method |
| 46 | 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. |
| 47 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means |
| 48 | ADDITIONAL ITEMS |
| 49 | Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) Providing and laying dense graded 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 (VG 30) @ 4.0 to 4.5 per cent by weight of total 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. 505 complete in all respects. |
| 50 | 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 - Manual Means - (Depth upto 3 M) |
| 51 | UTILITY SHIFTING ESTIMATE OF KWA WATER SUPPLY LINES |
| 52 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia conforming to IS 4985:2000 Including all Specials.(KWA Data-100.98.223) |
| 53 | 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).90 mm nominal outer dia pipes.\" |
| 54 | Supply of PVC Pipe, 6kg/cm2, 160mm Dia Including all specials, conforming to IS 4985:2000.(KWA DSR-100.98.216) |
| 55 | 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).160 mm nominal outer dia pipes.(From KWA Data-100.9.11) |
| 56 | Boring RCC slab above 8cm and upto 10cm thick for providing pipes or fittings of size 80 to 100mm 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. NEW DATA (Prepared based on PHED SDB Vol II - Item No.1063)(As per KWA Data 100.41.26) |
| 57 | Inter connection with existing DI K9/CI/GI/PVC to newly laid lines including dismantling existing lines,cost of necessary fittings required for interconnection work,all labour charges etc complete.(As per data from KWA). |
| 58 | Inter connection to the branch lines from newly laid PVC main lines |
| 59 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.(KWA Data-100.98.457) |
| 60 | \"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) :80 mm diameter. Class I\"Observed Data derived from item no.18.31.of DAR(KWA Data-100.31.1.1) |
| 61 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.(As per KWA Data-100.98.482). |
| 62 | 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 I Data derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2) |
| 63 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.(KWA Data-100.98.484) |
| 64 | 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) :150 mm diameter. Class II\" Data derived from item no.18.31.3.2 of DAR (As per KWA Data-100.31.1.4) |
| 65 | Supply of 560mm dia CI MH cover with frame.(Data as per KWA) |
| 66 | Fabricating MS flanges of diameter 100 mm using 12 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: For pipes fabricated with 8mm thick MS plates.(Data as per KWA Data-100.37.5.2) |
| 67 | Fabricating MS flanges of diameter 150 mm using 12 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: For pipes fabricated with 8mm thick MS plates.(As per KWA Data-100.37.6.2) |
| 68 | Fabricating MS pipes of size 100mm (ID) 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: For pipes fabricated with 8mm thick MS plates.(as per KWA Data-100.37.5.1). |
| 69 | Fabricating MS pipes of size 150mm (ID) 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: For pipes fabricated with 8mm thick MS plates.(As per KWA Data-100.37.6.1) |
| 70 | Supply of CIR JOINTS-160mm(Data as per KWA ) |
| 71 | Supply of Solid block of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979. |
| 72 | Engaging Coolie for Controlling Valves (From KWA Data-100.98.1008) |
| 73 | Engaging Assistant Fitter or 2nd Class fitter(As per KWA Data-100.98.1010). |
| 74 | Engaging Fitter ( grade 1) for giving Interconnection and Rectification of leak during Works (From KWA Data-100.98.1009) |
| 75 | 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). 20 mm nominal outer dia pipes.(As per KWA Data-100.9.1) |
| 76 | 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). |
| 77 | 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). |
| 78 | od250528/2019_2020Supply and Conveying 20mm ASTM Pipe, conforming to IS 4985:2000(Rate as per date from KWA). |
| 79 | ADDITIONAL ITEMS-WATER SUPPLY LINES |
| 80 | Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m, including getting out the excavated soil, and thenreturning 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 leadof 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm diaDSR 2.10.1.2 |
| 81 | 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 |
| 82 | 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 |
| 83 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road15.43.2 |
| 84 | Operation and Maintenance |
| 85 | Maintenance charges of road work and other components except land scaping per month for fourth year |
| 86 | Maintenance charges of road work and other components except land scaping per month for fifth year |
AI Tender Summary
Tender Timeline
Feb 15, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 03, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 06, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 10, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 14, 2023
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 15, 2023
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2023
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 17, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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