Kochi Metro Rail Limited Tender
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Costs
EMD
₹ 25,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_KMRL_269001_1Bid Award Id
ViewTender No
CSML/Smart Road/RFP/005Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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2.4.2.A : 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 br
Cement Concrete Grade M-15 & M-20 - By Mechanical Means br
650.85
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2.4.4.B : 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 br Dismantling Stone Masonry - Rubble stone masonry in cement mortar.br
40
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2.1.1 : 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.br Girth from 300 mm to 600 mm
10
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2.1.2 : 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. br Girth from 600 mm to 900 mm
5
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Drain, TRench and foot path in MoRTH Items
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od52587/2018_2019 : Drain cleaning using scavengers for existing drain including removal of all depositted silt considering drain of averabe size 40*70cm inside,with initial lead up to 1000 mtr .
6480
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3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
60
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15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.
36.4
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12.4 : 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.
595.01
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12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
36.14
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12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
2258.41
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od52592/2018_2019 : Constructing, placing and jointing precast RCC M20 drain/Utility Trench with CM 1:3 of size as per drawing over a bed of 100 mm thick quarry sand including conveying erecting etc complete.
2224.66
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12.8.E.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
1495.53
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12.8.F.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M30 - Using Concrete Mixer
204.3
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od52594/2018_2019 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br><br> PCC Grade M20perforated with 25 mm pvc pipe
19.2
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12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
498.72
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55.25 : 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
1495.53
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od52601/2018_2019 : Supplying ,spreading ,compacting and providing graded Metal 26.5 to 2.36 mm, mixing , carriage of mixed Material to work site, spreading in uniform layers on prepared surface and compacting with rammer<br><br>Grading-II - Plant Mix Method
500.45
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od52603/2018_2019 : Construction and laying of precast cement concrete kerb as per drawing, in M 25 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick,Joining with CM 1:3, foundation having 50 mm projection beyond kerb stone, kerb stone laid in line and level , foundation concrete laid manually, all complete as per clause 409
225.05
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8.29.3 : 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
50
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Road widening
-
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3.15 : 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 br
10395
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4.12 : 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.
550.31
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4.13 : Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 br
150
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Road Surfacing
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5.1.a : 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.
4875
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5.2.a : 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.
52083
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5.4.2b : Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) br
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
1459.1
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5.6.2.b : Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects br
For Grading -II (13.2 mm Nominal size). br
845.36
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8.13 : 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.
972
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55.22 : 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.
100
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od52589/2018_2019 : Roll- on surface material A solvent free high build two pack seamless tough skid resistant 1-1.5 mm thick green (or as required) based on gloss and colour retaining acrylic cross linking resin system for cycle track and similar application including surface cleaning ,cost of materials ,transporting ,loading ,unloading etc complete using plastitrack or equivalent .
1522.8
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Road furniture and Plants
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8.9.A : Providing and applying two coats of Epoxy paint of approved brand on steel surface after through cleaning of surface to give an even shade
1080
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8.11.1 : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width
250
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Duranta Golden plant-Maintenance of hedge for one year -
1000
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Maintenance of hedge for one year Schflera green plant,
1000
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Hamelia patens-Maintenance of hedge for one year -
1000
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Malpighia coccigera-Maintenance of hedge for one year -
1000
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Tabernaemontana divaricata (Chandni double)Maintenance of hedge for one year -
1000
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Plant Clarkia-Maintenance of hedge for one year
900
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Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. Furcaira variegatedMaintenance of hedge for one year -
100
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Planting flowering plants and shrubs in central verge Dracaena margineta plant,Allamanda cathartica,Thevetia nerifolia,Cestrum nocturnum,Plant Allyssum
0.6
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Planting flowering plants and shrubs in central verge,Nerium oleander variegated of height 60-75 cm.,
0.6
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Planting flowering plants and shrubs in central verge Anemone hybrid
0.6
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Planting flowering plants and shrubs in central verge Tecoma stans
0.6
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Planting flowering plants and shrubs in central verge Mussaenda erythrophylla
0.6
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11.8.B : Maintenance of flowering plants and shrubs in central verge from one year
3
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11.2.2 : Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed br In rows 7.5 cm apart in either direction
1000
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11.6 : Maintenance of lawns with fine grassing for the first year including watering etc
5500
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11.10 : Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure
500
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Cassia fistula (Amaltash) of plants height 120-135 cm.
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Callistemon lanceolatus of plants height 150-165 cm.Cassia nodosa, Delonix regia,Erythrina indica, Jacaranda mimosifolia,Mangifera indica,Peltophorum species, Alstonia scholaris
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Chorisia speciosa of plants height 150-165 cm,Saraca indica,Tabebuia species,Tecoma argentea
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Michelia champa (Golden Champa)
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Lagerstroemia thorelli of plants height 150-165 cm
20
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Livistona palm plant, Phoenix palm plant
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Plumeria alba of plants height 120-135 cm,Foxtail palm
30
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Bamboo Buddha valley
10
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Bismarkia Palm 115 to 180 cm ht
10
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11.19 : Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
200
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8.35 : 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 :-
2000
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Drain and Trench, Foot Path in DSR
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15.7.2 : 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 lime mortar with old mughal bricks
10
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15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2019.7
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15.23.1 : 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
900
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od52586/2018_2019 : Dismantling of sign boards/ advertisement boards including excavation and dismantling of foundation concrete , disposal with all lifts and upto a lead of 1000 meters and staking the materials
500
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2.8.1 : 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
12587.17
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2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
2119.21
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od52593/2018_2019 : Providing and laying factory made chamfered edge Cement Concrete paver blocks<br>in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,<br>thickness & size/ shape, made by table vibratory method using PU mould, laid in<br>required colour & pattern over 50mm thick compacted bed of 6 mm aggregate, compacting and<br>proper embedding/laying of inter locking paver blocks into the aggregate bedding layer<br>through vibratory compaction by using plate vibrator, filling the joints with sand and<br>cutting of paver blocks as per required size and pattern, finishing and sweeping<br>extra sand. complete all as per direction of Engineer-in-Charge.<br>60mm thick cement concrete paver block of M-35 grade with approved colour, design<br>& pattern.
20552.67
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11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
250
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7.1.1 : 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)
5
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50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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
60
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
3019.7
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13.18 : Neat cement punning
1258.21
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od52599/2018_2019 : Providing and erecting 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).
500
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15.7.4 : 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
21.6
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15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
250
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13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2472
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Repairing plumbing works
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50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
100
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50.18.7.3.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall
100
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50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
100
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50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall
1000
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50.18.9.10.1 : 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. 150 mm dia 6 Kgf/cm2
2000
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od52588/2018_2019 : Cutting holes up to 20x20 cm in R.C.C. wall or slab for passing any type of pipe etc. and repairing the hole after putting of pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
3600
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12.44 : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
3600
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19.7.3.2 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x 90 cm and 90 cm deep including C.I. cover with frame ( heavy duty ) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg ( weight of cover 108 kg and weight of frame 100 kg)With Sewer bricks conforming to IS: 4885
5
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19.8.2.2 : Extra for depth for manholesSize 120x90 cmWith Sewer bricks conforming to IS: 4885
15
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19.19.1.1 : Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.L D - 2.5Rectangular shape 600x450 mm internal dimensions
400
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19.18.1 : Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg
400
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19.15.1 : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) as per standard design.With 20x20 mm square bar
500
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18.42.1 : Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Upto 6 metres depth
20
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18.42.2 : Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Beyond 6 m and upto 12 m depth
12
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23.3.1 : Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.100 mm nominal size dia
40
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18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal
4
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18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore
4
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18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
4
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od52596/2018_2019 : Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 100 mm dia
5
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18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
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DSR Items miscellaeous
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2.25 : 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.
2517.42
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51.2.3 : Filling with Quarry Muck br Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
432.47
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50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
25
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-
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50.2.33.6 : Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
5
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4.9 : Precasting placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing .
3000
-
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10.26.1 : 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 approves steel primer.M.S. tube
6750
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10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1440
-
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16.92 : Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, 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
800
-
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od:Removing and relaying cobble stone/granite dressed stone pavement including levelling and making the pathway in line and level
2000
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od52595/2018_2019 : Providing and fixing 30x30x7.50 cm flamed Granite stone block hand cut and chisel dressed on top, 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
400
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11.45 : Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mmthick sub grade of compacted bed of 20 mm thick nominal size stone aggregateand base course and filling with 150 mm thick jamuna sand, including spreading,well ramming, consolidating and finishing smooth etc. all complete as per directionof Engineer-in-charge.
300
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16.82 : Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
652
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16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
250
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16.84 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
250
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16.85 : Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment) . (Old kerb stones shall be supplied by the department free of cost)
652
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16.90 : 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.
1854
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15.51 : 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.
5
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15.60 : 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
11619.08
-
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50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
360
-
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Landscaping DSR
-
-
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30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
320
-
-
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30.2.3 : Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment).
320
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30.2.4.1 : Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm
160
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2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
4000
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30.2.5 : Rough dressing the trenched ground including breaking clods.
4000
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30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
800
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30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
800
-
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30.2.15.1 : Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:With common burnt clay F.P.S. (non modular) bricks of class designation 5
25
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30.2.34 : Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge.
4000
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8.9.1.2 : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
100
-
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od52590/2018_2019 : Supplying and Fixing Granite bench of size 1.5m long , 45cm high and 70cm width with back support including conveying labour charges etc complete
10
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-
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Civil structure for Electrical items
-
-
-
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2.8.1 : 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
753.01
-
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50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
320
-
-
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2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
702
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4.1.5 : 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)
78.76
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5.33.1 : 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
387.79
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5.22.6 : 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
27144.88
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2296.52
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10.2 : 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.
4161.8
-
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13.52.1 : 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
64
-
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25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.
134.4
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od52591/2018_2019 : Lifting,conveying and fixing newly casted RCC structure
260
-
-
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Civil work for electrical cable laying
-
-
-
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14.13.1: GI PIPE-Providing, laying and fixing the following GI (medium class) in ground in complete with GI fittings including trenching (75 cm deep) and refilling etc. as required-.50 mm
500
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14.13.4: GI PIPE-Providing, laying and fixing the following GI (medium class) in ground in complete with GI fittings including trenching (75 cm deep) and refilling etc. as required.-150 mm
540
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14.14.3:RCC PIPE-Providing, laying and fixing the following dia RCC pipe NP2 Class ( light duty ) in complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine cement) including trenching ( 75 cm deep) and refilling etc. as required.-250 mm dia
250
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14.14.4:RCC PIPE-Providing, laying and fixing the following dia RCC pipe NP2 Class ( light duty ) in complete with RCC collars, jointing with cement mortar 1:2 ( 1 cement : 2 fine cement) including trenching ( 75 cm deep) and refilling etc. as required.-300 mm dia
250
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14.15.1:Supplying and laying of following size DWC HDPE PIPE ISI marked along with all accessories like socket,bend,couplers etc confirming to IS 14930,Part II complete with fittings and cutting ,jointing etc in the existing trench complete as required- Double walled corrugated (DWC) HDPE pipe 63/51 mm (Outer/Inner Dia.)
13400
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14.15.2:Supplying and laying of following size DWC HDPE PIPE ISI marked along with all accessories like socket,bend,couplers etc confirming to IS 14930,Part II complete with fittings and cutting ,jointing etc in the existing trench complete as required- Double walled corrugated (DWC) HDPE pipe 90/76 mm (Outer/Inner Dia.)
5900
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14.15.3:Supplying and laying of following size DWC HDPE PIPE ISI marked along with all accessories like socket,bend,couplers etc confirming to IS 14930,Part II complete with fittings and cutting ,jointing etc in the existing trench complete as required- Double walled corrugated (DWC) HDPE pipe 120/103 mm (Outer/Inner Dia.)
2950
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14.15.4:Supplying and laying of following size DWC HDPE PIPE ISI marked along with all accessories like socket,bend,couplers etc confirming to IS 14930,Part II complete with fittings and cutting ,jointing etc in the existing trench complete as required- Double walled corrugated (DWC) HDPE pipe 160/135 mm (Outer/Inner Dia.)
5350
-
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OD:HDPE DUCT & ACCESSORIES-Supplying and laying of following size Rigid HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, part II complete with fitting/ accessories (for joints etc.) and cutting and joints etc. in existing trench etc complete as required-Three layer OD 160mm HDPE power duct - 1No of coupler,included for every 12 mtr lenght -2Nos of end plug included for every 12 mtr length
10000
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OD:Supplying and fixing-HDPE Spacer for joining 4 nos of HDPE pipe(420/630)mm of 10mm thickness for 160mm HDPE pipe
2868
-
-
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OD:Supplying and fixing-HDPE Spacer for joining 4 nos of HDPE pipe(420/420)mm of 10mm thkness for 160mm HDPE pipe
2026
-
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OD:HDPE DUCT & ACCESSORIES-Supplying and laying of following size pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, part II complete with fitting/ accessories (for joints etc.) and cutting and joints etc. in existing trench etc complete as required-40 mm HDPE PLB duct with inner ribbed, colour as per requirement, wall thickness - 2.9 +mm for Accessroad
90380
-
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OD:HDPE DUCT & ACCESSORIES-Supplying and laying of following size Rigid HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, part II complete with fitting/ accessories (for joints etc.) and cutting and joints etc. in existing trench etc complete as required-160 mm HDPE PLB duct with inner ribbed, colour as per requirement, wall thickness - 2.9 +mm for Accessroad
7776
-
-
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OD:CIVIL ITEMS- HORIZONTAL DRILLING-Laying of 11 KV XLPE cable without road cutting, ie through burrowing machine where the proposed cable is totally metal or cement or road cutting is not permitted by the local administration for11 KV 3CX 300 sq.mm cable ( inclusive of 200 mm HDPE pipe)
400
-
-
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OD:CIVIL ITEMS- HORIZONTAL DRILLING-Laying of 11 KV XLPE cable without road cutting, ie through burrowing machine where the proposed cable is totally metal or cement or road cutting is not permitted by the local administration for11 KV below 3CX 300 sq.mm cable ( inclusive of 200 mm HDPE pipe)
40
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OD:CIVIL ITEMS- HORIZONTAL DRILLING-Laying of 11 KV XLPE cable without road cutting, ie through burrowing machine where the proposed cable is totally metal or cement or road cutting is not permitted by the local administration -LT Above 3.5CX95sq.mm cable ( inclusive of 200 mm HDPE pipe)
160
-
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