INKEL Limited Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
INKEL Limited - INKEL Tender
Civil And Construction
Eprocure
Opening Date25 Jan 2019
Closing Date5 Feb 2019
Tender Amount₹ 32,48,99,595
Costs
EMD
₹ 42,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Development Of Medical College, Thiruvananthapuram Phase 1 Improvements To External
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_INKEL_264057_1Bid Award Id
ViewTender No
NIT/ INKEL/KIIFB/ 2018-19/018 dated 25/01/2019Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Part B-Special Conditions of Contract
BOQ Items
... More
Demolishing brick work 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.In cement mortar
233.559
-
1214.5
... More
Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
17
-
227.49
... More
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
8146.551
-
3.46
... More
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
99.471
-
45.47
... More
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
1184.752
-
70.91
... More
Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
69.615
-
101.03
... More
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
179.502
-
2096.3
... More
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
554.967
-
173.74
... More
Site clearance
-
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm
5
-
443.4
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm
10
-
738.45
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm
4
-
1516.91
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
2
-
2945.5
... More
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
1.788
-
48472.96
... More
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Granular courses - By Manual Means
465.99
-
815.87
... More
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyBituminous course - By Mechanical Means
260.955
-
375.53
... More
Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
534.03
-
122.6
... More
Road work
-
-
-
... More
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
10608.15
-
4.89
... More
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 (The work shall to be carried in a way without affecting the functioning of the hospital or disturbing the existing utilities or affecting the publics)
4364.755
-
169.25
... More
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. (The item shall be executed with out affecting the functioning of the hospital or disturbing the existing utilities or publics)
100
-
206.5
... More
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
2773.652
-
439.14
... More
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-II - Plant Mix Method
3499.55
-
3257.28
... More
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.
1724.812
-
3123.47
... More
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.
5745.56
-
65.34
... More
Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
5745.56
-
13.54
... More
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.
10902.15
-
11.15
... More
Dense Graded Bituminous Macadam :- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH 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.
969.013
-
10045.89
... More
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 (VG-30) @ 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).
664.612
-
11791.13
... More
Road Safety Apurtanances
-
-
-
... More
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.80 mm x 60 mm rectangular
70
-
4580.99
... More
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.
11.908
-
8151.42
... More
Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. 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.
112.678
-
8600.06
... More
Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
12
-
2626.75
... More
Flexible Hazard Marker 30cm x 30cmHazard Marking on the surface of trees,concrete,Masonry etc using Aluminium backed flexible presmatic (AFP) SHEETING CONSISTING OF Yellow colored flexible presmatic sheeting non-metallic presmatic lens as recto reflective elements and conforming to ASTM D 4956-09 Type IV specification values for reboundable sheetig with printed arrow /Slant line pattern in black colour. AFP sheeting laminated at the back with a 50 micron thick Aluminium (AI) foil with pressure sensitive adhesive and liner and shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09 including application on any surface with adhesive as recommended by manufacturer and ceiling the edges all around with epoxy based structural adhesive to resist any peel-off.
30
-
677.64
... More
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 :-
1320
-
214.83
... More
Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
50
-
549.85
... More
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.
1484
-
552.39
... More
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408
276.5
-
203.66
... More
Pedestrian Facilities
-
-
-
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
15209.25
-
129.85
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-40 grade with approved color design and pattern.
7382.55
-
967.38
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern.
4496.101
-
1083.97
... More
Turf paver 100mm-Providing and laying 500x500x100 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
1665.301
-
1696.61
... More
Turf paver 60mm-Providing and laying 500x500x60 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
1665.301
-
1493.34
... More
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.
825.46
-
2090.39
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
398.457
-
7224.23
... More
Add for using extra cement in the items of design mix over and above the specified cement content therein
10
-
969.57
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
3794.701
-
112.99
... More
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 40 mm nominal size)
282.18
-
6938.73
... More
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
13.04
-
8957.56
... More
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
173.88
-
279.52
... More
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube
57193.5
-
132.66
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
8968.881
-
176.55
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
81553.099
-
130.07
... More
Supply and installation of 2mm thick Poly-carbonate sheet roofing of approved make and colour,trnslucent with UV protection coating on both sides and weight not less than 2400 gms/ sqm. It shall be fire retardant and confirming to IS 14443. the rate shall include aluminium leak proofing and fixing management system with EPDM rubber gaskets, silicone sealant etc. complete as required and as per the direction of engineer in charge
(Manufacturer to submit 10 years warranty for durability and Performance)
4725
-
2804.27
... More
Steel Cable tray bridge
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
3.373
-
239.82
... More
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)
0.397
-
7100.79
... More
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
2.7
-
8957.56
... More
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
405
-
81.57
... More
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16107
-
97.5
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
165.084
-
176.55
... More
Drains and Culverts
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
1463.019
-
239.82
... More
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)
206.309
-
7100.79
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth level
436.167
-
9290.7
... More
Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6326.939
-
545.64
... More
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-500D or more
43672.701
-
81.57
... More
Fabricating, supplying and Placing in position MS gratings using MS flats, Angles and rods as per the drawing for drains on the side of carriage way including painting with approved primer as directed by Engineer in charge etc. complete
33495.5
-
214.82
... More
Supplying and fixing C.I for manholes: 560 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg
10
-
15186.19
... More
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
55
-
4155.99
... More
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. Cable Duct Across the Road - Double row for two utility services
110
-
7749.44
... More
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.Cable Duct Across the Road - Triple Row for three utility services
14
-
11417.57
... More
Upkeeping of existing Drains
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
1838.076
-
239.82
... More
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)
157.277
-
7100.79
... More
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
613.442
-
8957.56
... More
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4216.404
-
545.64
... More
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-500D or more
61344.2
-
81.57
... More
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
135
-
4155.99
... More
Supplying and fixing C.I for manholes: 560 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg
10
-
15186.19
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
75
-
5715.58
... More
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
75
-
6910.77
... More
Providing dry rubble masonry at all levels as directed by the Engineer in charge
100
-
4969.63
... More
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand)
25
-
6342.07
... More
Brick work with common burnt clay modular bricks of class designation 7.5 With Modular bricks (above plinth level below floor 2 level)
25
-
7519.46
... More
Providing and erecting 2.00 metre high temporary barricading at site as per drawing / direction of Engineer - in - Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer - in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to executed the job . The barricading shall not be removed without prior approval of Engineer-nin-Charge. (Note:- One time payment shall be made for providing barricading from star of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
250
-
2272.84
... More
Structural Ramp and Road 5 widening
-
-
-
... More
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
1608
-
181.52
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth level
5
-
9290.7
... More
Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
446.634
-
9388.87
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level
5
-
10448.77
... More
Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level
378.889
-
10546.98
... More
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2327.296
-
545.64
... More
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-500D or more
89326.601
-
81.57
... More
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
75777.601
-
81.57
... More
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
10
-
100.16
... More
Add for using extra cement in the items of design mix over and above the specified cement content therein
5
-
969.57
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.
356.41
-
181.23
... More
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
4556.41
-
448.58
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
2832
-
179.43
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
288
-
5715.58
... More
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
100
-
6910.77
... More
Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap
94.612
-
7237.52
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
482.317
-
3142.79
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
550
-
147.84
... More
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
700
-
439.14
... More
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 401Grading-II - Plant Mix Method
280
-
3257.28
... More
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.
350
-
3123.47
... More
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.
1400
-
65.34
... More
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.
1400
-
11.15
... More
Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
1280
-
13.54
... More
Dense Graded Bituminous Macadam :- For Grading II (26.5 mm nominal size)Providing and laying dense graded bituminous macadam with 80-100 TPH 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.
64
-
10045.89
... More
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 (VG-30) @ 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 (Item same as 5.6.2.b with VG-30 grade bitumen in spite of NRMB grade) For Grading -II (13.2 mm Nominal size).
51.2
-
11791.13
... More
Minor works, Enabling works for Bridge
-
-
-
... More
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
5.205
-
886.55
... More
Demolishing brick work 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. In cement mortar
46.354
-
1214.5
... More
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: In cement mortar
19.913
-
1695.79
... More
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
71.472
-
173.74
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
107.46
-
239.82
... More
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)
12.38
-
7100.79
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
90.84
-
5715.58
... More
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
68.8
-
5759.63
... More
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
378.401
-
249.26
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm
4
-
443.4
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm
4
-
738.45
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm
3
-
1516.91
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
2
-
2945.5
... More
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
0.817
-
48472.96
... More
Major Bridge
-
-
-
... More
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
641.108
-
181.52
... More
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. Ordinary rock
100
-
318.58
... More
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil
155.615
-
74.58
... More
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-35 (having minimum cement content 400kg/cum) of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) as per IS 2911-2010 , including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). For 900mm diameter pile.
Note:- Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.
1039.5
-
7841.64
... More
Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 550 ton capacity Initial test
1010
-
945
... More
Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 303 tonne capacity ; Routine test
606
-
525
... More
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns,pile caps etc for mass concrete.
523.198
-
279.53
... More
Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
844
-
545.64
... More
Centering and shuttering including strutting, etc. and removal of form for: Suspended slabs etc.
390.7
-
608.65
... More
Centering and shuttering including strutting, etc. and removal of form for: Beams, plinth beams, girders
4494.162
-
494.17
... More
Centering and shuttering including strutting, etc. and removal of form for: Crash barrier
771.2
-
545.64
... More
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
742.407
-
674.27
... More
Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
15724.8
-
247.17
... More
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-500D or more
118408.354
-
81.57
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth level
10
-
9290.7
... More
Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 400 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth level
565.842
-
9991.63
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level
530.731
-
10448.77
... More
Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 400 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All works above plinth level upto floor V level
2357.717
-
11149.74
... More
Add for using extra cement in the items of design mix over and above the specified cement content therein
100
-
969.57
... More
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
512629.131
-
81.57
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.
365.521
-
181.23
... More
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
1674.479
-
448.58
... More
Preparation of working platform under bridge for piling and superstructure works using available material from within the site premises in wet land or marshy unstable grounds. The working platform shall be compacted and stabilised using vibrated rollers to achieve minimum 7.5 Ton/Sqm bearing capacity. the contractor shall also provided for removal of the temporary island and making good the earth to original conditions
4500
-
544.27
... More
Supplying providing and mixing Polymer based fiber reinforcement Recron 3s-12mm or equivalent as directed by Engineer in Charge. The minimum dosage shall be of 909 g/cum of concrete. The quantity shall be measured per kg of the admixture used
76.877
-
370.75
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
9293.156
-
179.43
... More
Supplying and providing 150mm dia , 6kg of approved make PVC pipe under the footpath to carry out utilities, as directed by engineer in charge.
2100
-
751.24
... More
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.
210
-
2090.39
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-30 grade with approved colour, design &pattern.
1400
-
1083.97
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
31.5
-
7224.23
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
315
-
112.99
... More
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 40 mm nominal size)
38.25
-
6938.73
... More
Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap
58.055
-
7237.52
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
268.8
-
3142.79
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
84.48
-
14535.3
... More
Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and ladi to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of cm center to center in both directions, pressed into center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515
1920
-
360.42
... More
Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.30 - 0.35 kg per sqm on the prepared Cement Concrete pavementcleaned with mechanical broom.
1920
-
15.92
... More
Drainage Spouts complete as per drawing and Technical specification
126
-
4190.87
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
200
-
147.84
... More
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
712.5
-
439.14
... More
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
285
-
3208.4
... More
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.
356.25
-
3123.47
... More
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.
1425
-
65.34
... More
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.
4497
-
11.15
... More
Dense Graded Bituminous Macadam :- For Grading II (26.5 mm nominal size)Providing and laying dense graded bituminous macadam with 80-100 TPH 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.
71.25
-
10045.89
... More
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 (VG-30) @ 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 (Item same as 5.6.2.b with VG-30 grade bitumen in spite of NRMB grade);For Grading -II (13.2 mm Nominal size).
179.88
-
11791.13
... More
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation
60
-
9599.97
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
672000
-
0.81
... More
ELECTRICAL WORKS-MCCB,MCB AND DB'S
-
-
-
... More
Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required8 way (8+24) - three phase double cover (IP 42/43)
3
-
5534.21
... More
Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required12 way (8+36) - three phase double cover (IP 42/43)
1
-
7079.84
... More
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole
124
-
249.33
... More
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole
36
-
1008.84
... More
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole and neutral
4
-
1284.11
... More
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
16
-
10.09
... More
ELECTRICAL WORKS-HT CABLE LAYING
-
-
-
... More
Supply of the following size 11kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor power cable confirming to IS 7098 (part 1) amended upto date. - 3C X 300 sq.mm
2190
-
1711
... More
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 120 sq. mm and upto 400 sq. mm
2190
-
429.48
... More
ELECTRICAL WORKS-HV CABLE JOINTING AND END TERMINATION
-
-
-
... More
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
2
-
9305.83
... More
Supplying and making outdoor 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
9
-
13639.52
... More
Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :300 sq. mm
7
-
15334.37
... More
ELECTRICAL WORKS-MV CABLE LAYING
-
-
-
... More
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor power cable confirming to IS 7098 (part 1) ammended upto date. 3.5C X 185 sqmm
20
-
651
... More
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor power cable confirming to IS 7098 (part 1) ammended upto date.4C X 10 sq.mm
550
-
142
... More
Supply of the following size 1.1kV grade XLPE insulated PVC sheathed, armoured Aluminium conductor power cable confirming to IS 7098 (part 1) ammended upto date. 4C X 6 sq.mm
4000
-
166
... More
Supplying and drawing following sizes of FRLS PVC insulated copper conductor armoured cable for path way lighting as required.4CX2.5 sq.mm
2400
-
167
... More
Supplying and drawing following sizes of FRLS PVC insulated copper flexible conductor unarmoured cable in the existing street light pole as required. 3C X 2.5 sq.mm
2200
-
136
... More
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and
refilling the trench etc as required. Above 95 sq. mm and upto 185 sq. mm
20
-
321.39
... More
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm
4300
-
25.94
... More
Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
250
-
36.03
... More
Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.
45
-
387.68
... More
Supply and fixing of 3 module PVC box along with modular base & Phenolic laminated sheet cover infront, end connector and all accessories.as required.
468
-
58
... More
ELECTRICAL WORKS-CABLE END TERMINATION
-
-
-
... More
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)
4
-
1158.72
... More
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)
8
-
292.56
... More
Supplying and making end termination with brass compression gland and aluminium sheathed / XLPE aluminium lugs for following size of PVC insulated and PVC conductor cable of 1.1 kV grade as required.;4C X 6 sq.mm
420
-
141
... More
Supplying and making end termination with brass compression gland and aluminium sheathed / XLPE aluminium lugs for following size of PVC insulated and PVC conductor cable of 1.1 kV grade as required. - 4C X 2.5 sq.mm
936
-
167
... More
LIGHT FIXTURES
-
-
-
... More
Suppy and Installation of 7 Mtr single arm Galvanised octagonal street light pole . The pole shaft shall have octagonal cross section and be continuously tapered with single longtodinal weiding. The minimum effective diameter of the outer circle of the octagon shall be designed to dia 300 mm long GI pipe cap. The pole shall be designed to withstand the maximum wind speed as per IS 875. All pole shafts shall be provided with rigid flange plate of suitable thickness with provision for fixing foundation bolts. The pole shall have door of approximate 250 mm length at the elevation of 1500 mm from the base plate. The door shall be vandal resistant and shall be weather proof to ensure safty of inside connections. The door shall be flush with the exterior surface and shall have suitable locking arrangement. There shall be suitable arrangement for fixing the terminal box inside the pole at the door level, and integral studs for the purpose of earthing. The pole shall be complete with integral terminal boxes; the terminal box shall be of minimum size 150 mm x 90 mm, made of metal or pvc of fiber glass and shall contain 1 nos 2 A SPMCB (one MCB spare) mounted on DIN Bar of suitable length. One run of PVC insulated and overall PVC sheathed 3 core x 2.5 sq mm copper conductor workshop flex wire shall be run from the MCB in the terminal box to the outside of one of the arms at the top and loop wire of the same specification shall be inserted from that arm to the outside of the adjacent arms as the case may be, to enable connection to the lighting fixture at the later date (Pole make ‐ Philips / Bajaj/ Crompton Greaves or equivalent). The make and design of the pole and the lamp bracket shall be approved by engineer in charge in site
118
-
29056
... More
Supply and installation of 35W (+/-10% tolerance) LED Streetlight luminaire.Catalogue Number :: Wipro Skyline LR02-391 or equivalent.
129
-
5663
... More
Supply and installation of 8W (+/-10% tolerance) LED Bollard of 800 mm height luminaire. Catalogue Number :: Wipro CRLA11008HP57-08 or equivalent
50
-
6244
... More
Supply and installation of 9W /12W square wall/ceiling LED luminaire. Catalogue Number :: Wipro LW02-101-XXX-60-XX / Wipro LD81-101-XXX- or equivalent
468
-
1980
... More
Supply and installation of 45W (+/-10% tolerance) LED Post Top luminaire. Catalogue Number ::Wipro Post Top LP02 or equivalent
42
-
11477
... More
Suppy and Installation of 3.5 Mtr CI ornamental light fixture pole for fixing the post top luminiare and the pole having mounting base plate.
42
-
35739
... More
ELECTRICAL WORKS - STREET LIGHT PANEL
-
-
-
... More
Fabrication, supply, erection, testing and commissioning of type tested cubicle type, dust and vermin proof, wall mounted, front operated type tested MV panel board made out of 16 SWG thick CRCA sheet fully compartmentalised complete with hinged and earthed front doors with name plate, danger notice board, heavy duty rubber gaskets, removable gland plates made out of 3mm thick sheet steel including all components as required. All opening parts of the panel shall be sealable.Providing all connections and interconnections as required and providing all assecories as required for complete installation as instructed by engineer in charge/consultant. Incomer - 40A 300mA FP RCBO- 1No.63A 433V, 16kA best conductivity Al TPN bus bar with SMC supports, heat shrinkable sleeves etc complete as required. Outgoing 25A TPN MCB - 3 nos.12A 4P Contactor -3 nos.;Astronomical time switch for automatic switching On & Off of street lights at sun set sun rise or twilight (Auto ON, Auto Off, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required (3 output (1output per phase) and suitable for three phase supply). -3 nos.
4
-
60984
... More
ELECTRICAL WORKS - RMU SUPPLY AND KSEB RMU SHIFTING
-
-
-
... More
Supply of 11KV SF6 type RMU insulated both side extensible, motorised, 3 way O/D type, consist of 2 nos LBS(Isolator) & 1 nos VCB along with self powered relay with right angle boot with joining kit. Type - VRE
1
-
573145
... More
Relocation and shifting of existing RMUs with dismantling of cables, erection plinth, testing and commissioning of complete work in all respect etc(including foundation). as directed by the site in charge/KSEB Engineer
2
-
65000
... More
Installation and commissioning of proposed RMU in KSEB substation for Multi Level Car Parking including the foundation, complete work in all respect.as directed by the site in charge.
1
-
83355
... More
MISC. CIVIL ITEMS
-
-
-
... More
Excavation for foundation in soft soil including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres.
252
-
276.71
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: PCC 1:4:8
45.36
-
5801
... More
Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed, within a lead of 50 metres.
3467
-
458.3
... More
Providing brick work (in width 225 mm or more) with F.P.S. bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) at all levels.
12.96
-
5921.89
... More
Providing 15mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand) at all levels.
4.8
-
273.97
... More
Supplying and laying of 50/38mm DWC HDPE pipe ISI marked for mechanical protection to under ground power/communication/OFC/signal cable along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand coushioning and protective covering etc., complete as required.as required
4120
-
134
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand coushioning and protective covering etc., complete as required.- 63mm dia (OD - 63mm & ID - 51mm nominal)
100
-
194
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand coushioning and protective covering etc., complete as required.- 200mm dia (OD - 200mm &; ID - 175mm nominal)
250
-
598
... More
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-500D or more
8640
-
81.57
... More
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
90.72
-
8957.56
... More
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
100
-
279.52
... More
ELECTRICAL WORKS - EARTHING
-
-
-
... More
Providing and fixing 32mm dia G.I. pipe (medium class) for street light earthing at a depth 1.5mtr in ground complete with GI fitting inluding nut, bolt, spring, washer etc as required.
160
-
389
... More
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, andproviding masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
9
-
6236.07
... More
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
2
-
11946.11
... More
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earthelectrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
150
-
857.51
... More
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)
300
-
122.5
... More
Providing and fixing 8 SWG GI wire on surface or in recess for loop earthing along with existing surface/recessed conduit/sub main wiring/cable as required.
850
-
90
... More
ELECTRICAL WORKS -ELECTRICAL UTILITY SHIFTING
-
-
-
... More
Shifting and re arranging of electrical utilities to facilitate widening of roads to be arranged through KSEB on deposit work basis.
1
-
428550
... More
Shifting and relaying of 3.5Cx240 sq.mm AL AR.XLPE LT cable from old RCC roof slab over pedestrain crossing to newly construct steel over bridge.
1
-
200000
... More
Removing and shifting of existing street light in various place in campus to facilate widening of roads and stacking the same as directed by site in charge.
40
-
500
... More
ELECTRICAL WORKS - UNITIZED SUB STATION
-
-
-
... More
Supply, erection, testing and commissioning of 11KV/433V, 3 phase, AN cooled, Vector DYN-11 cast Resin Transformer with offcircuit tappings from +2.5% to -10% in steps of 2.5%, changeable by tap links provided, with LT busduct and HV terminals connected to 11KV, 350MVA, 630A VCBM panel with incoming suitable for XLPE cable and output connected to 11KV seal off bushing to the transformer.
1
-
958667
... More
ELECTRICAL WORKS - MLCP PANEL
-
-
-
... More
MLCP PANEL Fabrication, supply, erection, testing and commissioning of type tested cubicle type, dust and vermin proof, floor mounted, front operated MV panel board made out of 16 SWG thick CRCA sheet (7 tank treatment) fully compartmentalised complete with hinged and earthed front doors with name plate, danger notice board, heavy duty rubber gaskets, removable gland plates made out of 3mm thick sheet steel including all components as shown in the schematic drawing. All opening parts of the panel shall be sealable. Providing all connections and interconnections as required and providing all assecories as required for complete installation as instructed by engineer in charge/consultant and as shown in the schematic layout provided. Provision for connecting TOD meter Incomer -400A 4P 50KA microprocessor set at 360A - 1 nos. 400A, 433V, 36kA best conductivity extensible Al TPN bus bar with SMC supports, heat shrinkable sleeves etc. complete as required. Necessary interlocking arrangement, Multi function digital LED meters with accuracy class 1, with necessary CT and accessories for measuring Voltage, current, kWh, KW, frequency, KVA, kVAr, PF, kVArh - 1 Nos RYB phase indicating LED lamps with control fuses and switches - 1 set.Class B ; Class C/ Class 1 Class 2 Surge arrestor device with necessary MCCB for protection of same - 1 no.&Outgoings& 200A 4P 50KA microprocessor set at 160A - 2 nos.160A 4P 50KA microprocessor set at 100A - 1 nos.100A 4P 50KA microprocessor set at 63A - 1 nos.Provision for connecting LT meter by KSEB in all outlets
1
-
290561
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements