Kerala Road Fund Board Tender
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Kerala Road Fund Board - KRFB Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Jul 2024
Closing DateCancelled
Tender Amount₹ 27,80,73,484
Costs
EMD
₹ 5,00,000Document Cost
₹ 19,518Tender Fee
Refer Documents
Summary
Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Mission Road Id 124 Chalai Market Road
Description
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Contact
Tender Id
2024_KRFB_677600_2Tender No
KRFB/147/2024-APE(CIVIL)Tender Authority
Kerala Road Fund Board ViewPurchaser Address
-Website
http://https://www.krfb.org/
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Documents
BOQ Items
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.<br> Ordinary soil - Manual Means - (Depth upto 3 M)
78.4
-
-
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m)
4313.4
-
-
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.
331.8
-
-
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
2251.5
-
-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
281.44
-
-
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
3000
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CIVIL WORKS - UTILITY DUCT (DSR)
-
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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.
110
-
-
Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required
150 mm dia
100
-
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CIVIL WORKS - STREET LIGHT FOUNDATION
-
-
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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 - Manual Means - (Depth upto 3 M)
64.8
-
-
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.
4.32
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M25 - Using Concrete Mixer
45
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-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
3.6
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-
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
5121.2
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CIVIL WORKS - RCC STORM WATER DRAIN (MORTH)
-
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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-15 & M-20 - By Mechanical Means
2295
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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; Dismantling Brick / Tile work - In cement mortar
720
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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< Dismantling Stone Masonry - Rubble stone masonry in lime mortart;
960
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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 - Manual Means - (Depth upto 3 M);
138
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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)
2809.5
-
-
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.
359.8
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications ; PCC Grade M25 - Using Concrete Mixer;
828
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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;
1989.6
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications; RCC Grade M20 - Using Concrete Mixer;
128
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-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
353.47
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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
128
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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
214
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-
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 D44ngineer In-charge
2947.5
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-
Dismantling of existing signages in footpath/median including excavation and dismantling of foundation concrete, disposal with all lifts and up to a lead of 1000 meters and staking the materials.
23
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-
CIVIL WORKS - ROAD WORK
-
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Taking out of existing drain slab and stacking within 1000m lead including all labour charges and miscellaneous expenses etc complete
6220
-
-
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. For each
320
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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) - Raft & Walls of Road gully
38.88
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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
2332.8
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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
50
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-
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
151
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-
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap
101
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-
CIVIL WORKS - ROAD
-
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means
1593.4
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-
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
1991.75
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-
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 a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
1593.4
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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.
586.7
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-
Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
2100
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-
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.<br> Cable Duct Across the Road - Triple rRow for three utility services
45
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-
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<br> Road Markers/Road Stud with Lense Reflector :-
1472
-
-
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.
420
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the 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.
826.1
-
-
Plain/Reinforced Cement Concrete, in road pavement complete as per Drawing and Technical Specification.
RCC M40 Grade - Using Batching Plant, Transit Mixer and Concrete Pump
2602.5
-
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CIVIL WORKS - FOOTPATH (MORTH)
-
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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
3000
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CIVIL WORKS - FOOTPATH (DSR)
-
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-
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-in-Charge.
1500
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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
55
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-
Providing and fixing 95 x 95 x 60 mm paver block for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
3780
-
-
CIVIL WORKS - WAY FINDING SIGNAGES AND MARKERS (MORTH)
-
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-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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.<br> 60 cm equilateral triangle
31
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-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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.<br> 60 cm circular
22
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm x 45 cm rectangular
8
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-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years 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 suitable back supporting frame of MS angle 25x25x3 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. 75 cm octagon
4
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-
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.
12
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PART B - ELECTRICAL WORKS - LT UG CABLE LAYING
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 185 sq mm
8500
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 6 sq mm
30000
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 10 sq mm
6150
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 16 sq mm
2300
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 25 sq mm
1150
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 50 sq mm
1100
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 95 sq mm
800
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 150 sq mm
3100
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 300 sq mm
1800
-
-
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3 core 10 sq mm
4900
-
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ELECTRICAL WORKS - LT CABLE END TERMINATIONS AND STRAIGHT JOINTS
-
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable 1.1 KV grade as required.3 1/2 X 25 sq. mm (28mm)
46
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-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 50 sq. mm (35mm)
34
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 95 sq. mm (45mm)
33
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 150 sq. mm (50mm)
242
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)
74
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable 1.1 KV grade as required.3 1/2 X 300 sq. mm (70mm)
10
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
300
-
-
Supplying and making end terminal with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 4 x 6 sqmm (22 mm)
1640
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)
96
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm)
82
-
-
Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 25 sq. mm
10
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-
Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 50 sq. mm
10
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-
Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 95 sq. mm
10
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-
Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 150 sq. mm
14
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-
Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 185 sq. mm
26
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 25 sq. mm
13
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 50 sq. mm
13
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 95 sq. mm
12
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 150 sq. mm
10
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 185 sq. mm
10
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-
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 300 sq. m
4
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ELECTRICAL WORKS - SITC OF FEEDER PILLAR AND METER
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Supply, Testing, installation and commissioning of Metallic Feeder Pillar with 300 Amp LB SW on both ends 24 nos of O/G terminals ( Single Phase) with SFU TPN for giving service connections(16 Amps to 63 Amps as per requirements) provision for cable entry on both side, cable connecting facilities, phase indicators, volt meter and ammeter, danger labelling etc; Make: Subjected to approval from KSEB/KRFB
125
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Supply, Testing, Installation and Commissioning of Main Feeder Pillar with metallic enclosure with one 400 A MCCB Incomer and with 6 numbers of 250 A Switch Disconnector Fuse Unit (SDFU) and with 3 - Phase LED indicators, Ammeters and Volt meter. Provision for cable entry from both side, cable glanding facility etc
5
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Fabrication, supply, conveyance, installation, testing and commissioning of floor or wall mounting, dust and vermin proof, cubicle type Distribution panel board comprising of the following components/ devices & complying to IS 8623. Supply and Fabrication of dust and vermin-proof Distribution panel board of size 800x400x200 mm using 2.00 mm CRCA sheet, powder coated as per approved design and requirement, with front access facility, bus bar (Busbar size: 30x10 mm of 3 Phases and Neutral with Aluminium Material and the min length of busbar is 250 mm) chambers, hinged doors for Busbar chamber and HRC fuse chamber, earthing the doors using 4 sq mm braided copper conductor, providing necessary HRC Fuses (200A) with HRC fuse base of 250A per phase, powder coating the assembly after subjecting to 7 tank process etc as required. Provision for incoming cable gland upto 3.5 c x 95 sqmm cable size two numbers and outgoing cable gland upto 4c x 16 sqmm cable size of 12 numbers. CRCA sheet alone be used for the fabrication. The required Anchor bolt for mounting has to be supplied. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly
40
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-
Shifting of Single Phase connection on newly erected meter box, including supply of Single Phase Dust and Vermin proof and weather proof FRP meter box with 16 Amps cut out fuse and neutral link, earthing, wiring and other connection
550
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Shifting of Three Phase connection on newly erected meter box, including supply of Three Phase Dust and Vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link, earthing, wiring and other connection.
250
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Shifting of Three Phase CT connection on newly erected meter box, including supply of Three Phase CT Dust and Vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link, earthing, wiring and other connection.
16
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 2.5 sq. mm
11000
-
-
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.4 x 4 sq. mm
5600
-
-
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.4 x 6 sq. mm
500
-
-
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
11000
-
-
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
5600
-
-
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
500
-
-
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)
11000
-
-
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG)
6000
-
-
Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG)
1100
-
-
Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
532
-
-
ELECTRICAL WORKS - EARTHING
-
-
-
Supply and installation of 1.5 meter 32 mm Medium class earth pipe for Meter box Earthing
856
-
-
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor (10 SWG)
2200
-
-
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 4 mm copper conductor (8 SWG)
1064
-
-
Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
532
-
-
Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG)
1100
-
-
Earthing with G.I. earth pipe 3 metre long, 40 mm dia including accessories, and providingbrmasonry enclosure with cover plate having locking arrangement and watering pipe etc. withbrcharcoal/ coke and salt as required
260
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earthelectrode, 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 50mm)
500
-
-
Supply and clamping the following size of strips on surface of wall/ parapet/ existing cable tray using clamps fabricated from 20 X 3 mm GI flat duly painted or heavy duty GI spacer saddles spacing of clamps not exceeding 1 m, making good the damages, colour washing etc. as required ( for horizontal run)25 x 6 mm GI strip
370
-
-
ELECTRICAL WORKS - SUPPLY AND LAYING OF DWC PIPE
-
-
-
Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation50/38 mm or nearest size
20000
-
-
Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation63/50 mm or nearest size
6050
-
-
Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation110/94 mm or nearest size
4600
-
-
Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size
15000
-
-
Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench 63/50 mm or nearest size
7150
-
-
Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench110/94 mm or nearest size
7000
-
-
Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench120/102.5 mm or nearest size
2000
-
-
Supply and laying of PLB HDPE pipe in ordinary soil 0.75 m below ground level including excavation of size 25/20mm or nearest size for drawing Optical cable satisfying IS 2530, 4984, 7328, 9938, 12235(Part-9) & 14151 (Part-1)
8000
-
-
Supply and laying of PLB HDPE pipe in ordinary soil 0.75 m below ground level in existing trench as per the direction of engineer in charge and size of PLB HDPE pipe is 25/20mm or nearest size for drawing Optical cable satisfying IS 2530, 4984, 7328, 9938, 12235(Part-9) & 14151 (Part-1)
17000
-
-
ELECTRICAL WORKS - STREET LIGHT
-
-
-
Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 1.50 sq mm
900
-
-
Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc. complete 7 Meters
30
-
-
Supply Conveyance, installation, testing and commissioning of 70W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD Less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
30
-
-
Supply Installation Testing and Commissioning of Led suspended Post top Luminaire having power consumption not more than 66W and light output not less than 7800 Lumens with System efficacy 120 Lumen/Watt . Housing Shall be made up from pressure die cast aluminum with brpolycarbonate diffuser .The luminaire must be aving ip65 Pritection with IK08 brmechanical strength The Luminaire should be having minimum 50000 Burning brhours(L70B50) with CRI 70, SDCM5,and Co-related color temperature (CCT) of 3000K.The luminaire should be capable of withstanding voltage stress of 440V for 8 brHrs , should have an auto shutdown 325V and have an auto recovery feature , Under Voltage protection with Input Voltage Stress of 100V for 48 Hrs. The Luminaire should have a 10 KV SPD duly bolted in the Luminaire .The SPD should be able to sustain a minimum 15 hits of 20KV rating i.e. Total of 45 hits across all the three brmodes as per IEEE 62.41.2 The Drivers should be a potted driver not a printed circuit board without casing, mounted inside the luminaire with PF0.95 and THD10%. Luminaire and driver shall be separately BIS approved of same make equivalent to Philips BSS461 LED78 WW 110-277V CLASS or Techno- Commercially equivalent approved by engineer in-char
70
-
-
Supply Installation Testing and Commissioning of 6Mtr height decorative pole, made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm.The pole shall have two sections, lower section of dia 140mm and length of 1mtr, upper section length of 5mtr and dia 76mm. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns before treating with primer. After galvanization structure shall be treated with two coats of high-quality primer and thereafter coated with Polyurethane paint (Marine grade paint) to minimum average DFT of 100 microns (GI micron and PU Paint micron test report shall submit). The Pole shall of construction designed to withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanized and marine grade treated. WITH, Supply installation testing and commissioning of of Hot Dip Galvanized single side decorative bracket having scroll with vertical height of 1M and overhang of 600mm tightened to the pole top with stainless steel grub screws to mount the luminaries. The complete system shall be hot dip galvanized.
70
-
-
Supply, installation, Testing and Commissioning of 40W LED Decorative Post top Luminaire, BIS certified with a grey painted top made high pressure die casted aluminium and three supporting ribs made of high pressure die casted aluminium, a structured polycarbonate protector (IK08) permanently sealed with the body to achieve separate IP66 optical & IP65 control gear compartments. Suitable for post top mounting on 76mm OD diameter pipe. All hardware shall be of stainless steel for longer life.The optics of the luminaire shall be designed for efficient symmetric light distribution providing excellent photometry. Design life shall not be less than 50,000 burning hours @ L70. The light engine shall incorporate mid power LEDs in the Luminaires.Overall luminous efficiency of luminaire shall be 100 Lm/W ± 7% at correlated colour temperature (CCT) of 3000K with tolerance as per ANSI standard , colour rendering index (CRI)70. Electrical Class I, rated voltage 240Vac, Power Factor 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV . Shall be supplied pre-cabled (0.3m) for easy installation.Protection features: Short Circuit and Open Circuit Protection for LED. It should survive input voltage stress of 440V for 8 hours. Model : kesslec Wels 40W WW LED post top or Equivalent model
50
-
-
Supply and Installation of 3m height decorative pole made of mild steel/steel tube with IS 1161/IS 3601, minimum of not less than 2. mm thickness. It shall have Mo sections. Bottom shall be minimum height of 1M with bottom dia of the shall be 114 m. The uppersection shall be not less than with minimum dia of 76 mm. The Pole is to be a suitable surface mounting base plate (steel of grade to IS 2062: 2011) and welded at the bottom ofthe with supporting gussets Pole shall be mounted on square base plate, suitable for mounting on 4 nos bolts. The Pole Shaf pipe should be fabricated out of Steel tube of grade YST 2101240. The pole shaft and base plate shall be hot dip galvanized (7 Stage process) as per IS 2629 before the coating of epoxy primer. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable. Complete pole shall be treated with high quality epoxy zi rich penetrating primer 45 microns and thereafter coated with Polyurethane paint to minimum average DFT of Controlled paint drying process shall to ensure proper adhesion and finish of the paint. pole shall provide with Marine grade Painting. T shall conform to IS 12944 for CS Mx ist of 6A MCB with built in terminals for housing 3.5 core Sq MM armoured aluminium cable. The pole shall of lsquo;composite’ construction designed to specified ‘dead load’ pertaining to luminaire and its mounting ac@ssories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage the structure. Decorative Hot dipped Galvanised bracket on the post top and at differential height tightned to pole with stainless steel grub screws to mount luminaries and for mounting the fittings with foundation 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) foundation in size of 250 MM X 250 MM X 600 MM (Length X width X Depth), foundation bolts of the bollard light shell be grouted in the foundation with 2 coat painting of each foundation with Exterior plastic emulsion paint including plaster, putti etc. as required for smooth surface or as per the OEM design.
50
-
-
Supplying, installation, testing and commissioning of Astronomical time switch KEL make or Equivalent including excavation, concrete works and structural steel work for frames etc complete as per the direction of Engineer in charge.
14
-
-
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 4.06 mm GI conductor (8 SWG)
3500
-
-
Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
320
-
-
SITC OF CSS AND HT CABLE LAYING AND TERMINATION
-
-
-
Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:300 sq. mm
10
-
-
Supplying and making straight through cable jointing with heat shrinkable jointing kit completewith all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :300 sq. mm
6
-
-
Supply and Laying of one number PVC insulated and PVC sheathed / XLPE armoured Aluminum power cable of 11 KV grade of following size in the existing RCC/ HUME/ DWC/METAL/GI pipe as required. 3 core x 300 sqmm HT cable
2000
-
-
Supply, Installation, Testing and Commissioning of 315 KVA totally enclosed outdoor dry type transformer with CCCT RMU and with 6 nos 250 Amps MCCB outgoing on LT side. Make: Subjected to approval from KSEB/KRFB/SCTL
1
-
-
Supply, Installation, Testing and Commissioning of 500 KVA totally enclosed outdoor dry type transformer with CCCT RMU and with 6 nos 250 Amps MCCB outgoing on LT side. Make: Subjected to approval from KSEB/KRFB/SCTL
1
-
-
KWA UTILITIES
-
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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(KWA Data 100.1.1)
1794
-
-
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)
1900
-
-
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
2990
-
-
Supply of PVC Pipe, 8kg/cm2, 160mm Dia.Rate inclusive of all specials.(As per KWA Data-100.98.226)
3024
-
-
Supply of PVC Pipe, 8kg/cm2, 63mm Dia conforming to IS 4985:2000 Including all Specials.(KWA Data-100.98.221)
240
-
-
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
3024
-
-
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). 63 mm nominal outer dia pipes
240
-
-
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 undercoat of primer etc. complete.
for pipes fabricated with 8mm thick MS plates
75
-
-
Fabricating MS flanges of diameter 150mm 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 undercoat of primer etc. complete.
for pipes fabricated with 8mm thick MS plates
20
-
-
Engaging Coolie for Contrilling Valves
80
-
-
Engaging Fitter ( grade 1)
80
-
-
Supply of sewer man
75
-
-
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).
100
-
-
Interconnection to the Branch line from newly laid PVC main
32
-
-
Interconnection with existing DI K9/CI/GI/PVC to newly laid lines including dismantling existing line, cost of necessary fittings & labouresrs required for interconnection works, complete
6
-
-
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
3
-
-
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).
1300
-
-
Boring RCC slab upto 8cm 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.
750
-
-
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.
50
-
-
Supply of CI Double Flanged Sluice Valve, confirming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm
6
-
-
Providing and fixing gun metal valve with CI wheel of approved quality (screwed end): 50mm nominal bore
12
-
-
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 I
6
-
-
Supply of 560mm dia CI MH cover with frame, confirming to IS
6
-
-
Supply of CIR joints 160 mm- data as per KWA
44
-
-
Supply of 20mm ASTM Pipe (Schedule 80). Rate inclusive of all specials
4500
-
-
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
4500
-
-
Beautification Work at Chalai Road
-
-
-
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)
27.33
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) : 3 graded stone aggregate 20 mm nominal size)
8.29
-
-
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
46.15
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
4079
-
-
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
51.86
-
-
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
62.04
-
-
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
18.48
-
-
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
129.6
-
-
Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled /Struck or weathered pointing
21.77
-
-
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.
1.29
-
-
Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
6.44
-
-
Providing edge moulding to 18 mm thick granite/marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
37.7
-
-
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
46.49
-
-
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
27871.01
-
-
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)
6.42
-
-
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
235.15
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
882
-
-
Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
33.95
-
-
Proving and fixing 6mm HPCL Sheet CNC Design Cutting with supporting as GI Square tube . As per direction from site engineer in charge.
630
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m (For Planter Box , Including necessary foam work) - planter box
2.57
-
-
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m)
71.28
-
-
Construction of dry rubble flooring at cross drainage works for relatively less important works.
20.7
-
-
Supplying 1.2m dia coloured umbrella canopy fixing using metal strings between GI post already erected at the end of the carriage way as per the directions of Engineer in charge
420
-
-
Operation and Maintanance
-
-
-
Maintanance charges for all works per month for Fourth Year (first year after DLP)
12
-
-
Maintanance charges for all works per month for Fifth Year (second year after DLP)
12
-
-
Evaluation Notes How It Works ?
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