Rubber Park India Private Limited Tender
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Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Land Development And Allied Works Of Rubber Park At Piravanthoor.
Description
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Contact
Tender Id
2018_RPI_248290_1Bid Award Id
ViewTender No
RPP/D/C/02/18Tender Authority
Rubber Park India Private Limited ViewPurchaser Address
-Website
http://http://www.rubberparkindia.org/
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Documents
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, as directed by Engineer-in charge. For hard rock ( required blasting)
4000
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, as directed by Engineer-in charge. For hard rock( blasting prohibited)
2
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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, including getting out the excavated soil with all lead and lift involved including disposal of the good quality excavated earth for the construction of embankment for road and other materials for filling and levelling of low laying area for land development, as directed by the Engineer in Charge.
1510
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Levelling of plot by filling with the earth available at site from excavation of plots, roadway, drain and foundations of other structures. Filling shall be done in regular horizontal layers each not exceeding 30 cm in depth. Each layer shall be watered and consolidated with power roller of minimum 8 tonnes. Wherever depth of filling exceeds 1.5 metre vibratory power roller shall be used to consolidate the filing unless otherwise directed by Engineer-in-charge to achieve the required compaction. The top and sides of filling shall be neatly dressed. The contractor shall make good all subsidence and shrinkage in earth fillings, embankments, traverses etc. during execution and till the completion of work unless otherwise specified, including all labour charges, incidental charges etc. complete as directed by the Engineer-in-charge.
28350
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Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching, including cost of all materials, all labour charges, incidental charges etc. complete as directed by the Engineer-in-charge.
1500
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Turfing the slopes with sods including trimming, dressing, with all lead and lift and watering as required until the turf properly takes root and in any case for a period of not less than one month as directed by the Engineer in Charge.
4200
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Dry stone pitching with departmental stones including preparing the bedding surface etc. with all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
1725
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Dry rubble masonry with hard stone in foundation and up to plinth level including cost of all materials, conveyance, labour charges etc. complete as directed by the Engineer in Charge.: For toe wall.
2
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Dry rubble masonry with departmental hard stone in foundation and up to plinth level including all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
900
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Road Work
-
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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, including getting out the excavated soil with all lead and lift involved including disposal of the good quality excavated earth for the construction of embankment for road and other materials for filling and levelling of low laying area for land development, as directed by the Engineer in Charge.
145
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Dry rubble masonry with departmental hard stone up to plinth level including all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
145
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Construction of embankment for road by filling with the good quality earth available at site from the excavation of plots, roadway, drain and foundations of other structures. Filling shall be done in regular horizontal layers each not exceeding 20 cm in depth. All lumps and clods exceeding 8 cm in any direction shall be broken. Each layer shall be watered and consolidated with power roller of minimum 8 tonnes. Wherever depth of filling exceeds 1.5 metre vibratory power roller shall be used to consolidate the filing unless otherwise directed by Engineer-in-charge to achieve the required compaction of min. 95%. The top and sides of filling shall be neatly dressed. The contractor shall make good all subsidence and shrinkage in earth fillings, embankments, traverses etc. during execution and till the completion of work unless otherwise specified, including all labour charges, incidental charges etc. complete as directed by the Engineer-in-charge.
27650
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Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specification clause 401, Grading-I - Plant Mix Method
2030
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material 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.
2700
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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.
13525
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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.
13525
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Providing and laying bituminous macadam with 80-100 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), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. - For Grading II - (19 mm nominal size)
680
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Providing and laying bituminous concrete with 80-100 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 - Grading - II (13.2 mm Nominal Size)
406
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Culverts and Drains
-
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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, including getting out the excavated soil with all lead and lift involved including disposal of the good quality excavated earth for the construction of embankment for road and other materials for filling and levelling of low laying area for land development, as directed by the Engineer in Charge.
1180
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Dry rubble masonry with departmental hard stone in foundation and up to plinth level including all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
230
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Random rubble masonry with departmental hard stone in foundation and up to 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) including cost of all materials but excluding the cost of rubble, all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
125
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level.1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
35
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
530
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls
250
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
125
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)20 mm nominal size)
320
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level : .1:2:4 (1 cement:2coarse sand:4 graded stone 20mm nominal size) for PCC/RCC(excluding cost of reinforcement)
10
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of reinforcement, centering and shuttering, including finishing - all work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
45
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6mm cement plaster for PCC :1:3 (1 Cement : 3 fine sand)
2165
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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
25
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15 mm cement plaster on rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand)
220
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete :- Mild steel and Medium Tensile steel bars
4750
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Retaining Wall , Compound Wall and Fencing
-
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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, including getting out the excavated soil with all lead and lift involved including disposal of the good quality excavated earth for the construction of embankment for road and other materials for filling and levelling of low laying area for land development, as directed by the Engineer in Charge.
700
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).
182
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Dry rubble masonry with hard stone in foundation and plinth including cost of through stone, cost of all materials, conveyance, labour charges etc. Complete as directed by the Engineer-in-charge.
2
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Dry rubble masonry with departmental hard stone in foundation and up to plinth level including all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
500
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Dry rubble masonry with hard stone in super structure above plinth level and up to floor five level, including cost of through and bond stone including cost of all materials, conveyance, scaffolding, labour etc complete.
2
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Dry Rubble masonry with departmental hard stone in super structure above plinth level and up to floor five level, including, all lead and lift, scaffolding, labour charges etc. complete as directed by the Engineer in Charge.
1600
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete :- Mild steel and Medium Tensile steel bars
2100
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Centering and shuttering including strutting, propping etc. and removal of form for : - Foundations, footings, bases of columns, etc. for mass concrete
90
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : For edges in slabs breaks and floors
260
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for PCC/RCC(excluding cost of reinforcement)
95
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Random rubble masonry with departmental hard stone in superstructure above plinth level and up to floor five level, including levelling 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, including cost of all materials but excluding the cost of hard stone, all lead and lift, scaffolding charges, labour charges, curing etc, complete as directed by the Engineer in Charge.
1200
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Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling 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, including cost of all materials, scaffolding charges, conveyance, labour charges, curing etc, complete
2
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Solid block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part 1 0f 1979 for super structure above plinth level up to floor five level with thickness 10cm in CM 1:6 including cost of all materials, scaffolding charges, conveyance, labour charges, curing etc, complete as directed by the Engineer-in-charge.
105
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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
2000
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
2000
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Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm)
2000
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Providing and fixing MS Posts for fencing (60x40 OD RHS 4.5mm thick with a unit weight of 6.02kg/m) and providing guy wire (hard drawn wire) @30m intervals for anchoring the post as per drawing (excavation and concrete shall be paid separately), including cost of all materials, labour charges, all lead and lift, incidental charges etc. complete as directed by the Engineer in charge.
1500
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Providing and fixing G.I chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 3 mm dia. (hard drawn wire) at top and bottom and tying the chain link with 2mm dia wire or nuts, bolts and washers as required to the post, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge. :- wire mesh PVC coated to achieve outer dia not less than 5mm in required colour and shade.
550
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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.
1050
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Water Supply
-
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Earth work excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed by the Engineer in Charge.
496
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Providing and laying Ductile Iron Pipes including all specials conforming to IS : 8329 :100 mm dia Ductile Iron Class K-9 pipes
590
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Providing and laying PVC pipes of 90 mm dia, 6Kg/cm2 with ISI marking including all specials, jointing of pipes with one step PVC solvent cement, excavating trenches of required width and depth, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil & testing of joints etc. including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
1010
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Providing and laying PVC pipes of 50 mm dia, 6Kg/cm2 with ISI marking including all specials, jointing of pipes with one step PVC solvent cement, excavating trenches of required width and depth, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil & testing of joints etc. including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
60
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
9
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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, including getting out the excavated soil with all lead and lift involved including disposal of the good quality excavated earth for the construction of embankment for road and other materials for filling and levelling of low laying area for land development, as directed by the Engineer in Charge.
10
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing: :-1:2:4 (1 cement:2coarse sand:4 graded stone 20mm nominal size)for PCC/RCC(excluding cost of reinforcement)
10
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete :- Mild steel and Medium Tensile steel bars
350
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Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, anchor blocks, thrust blocks etc. for mass concrete
50
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Providing and laying 300 mm dia non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
75
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Providing and laying 150mm dia non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
150
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Supplying and fixing cast iron double flanged sluice valve ISI marked of 100mm dia PN1.0 conforming to IS 780 including supplying and fixing 2 nos. of PVC tail piece conforming to IS:784 and painted with epoxy paint over metallic primer, all having ISI marking and providing flanged joints including cost of rubber sheet and other required materials (for distribution system)
2
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Supplying and fixing cast iron double flanged sluice valve ISI marked of 80mm dia PN2.0 conforming to IS 780 including supplying and fixing 2 nos. of PVC tail piece conforming to IS:784 (suitable for PVC pipe line 90 mm dia. ) with 2 nos M S flanges confirming to IS : 6392 table 5 with bolt holes drilled on it as per IS:1538 and painted with epoxy paint over metallic primer, all having ISI marking and providing flanged joints including cost of rubber sheet and other required materials, labour charges, all lead and lif etc. complete as directed by the Engineer in Charge.
3
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Supplying and fixing Cast Iron double flanged scour valve of size 80 mm diameter P.N 1.0 conforming to IS 780 including supplying and fixing 2 nos. of PVC tail piece conforming to IS; 7834 (suitable for PVC pipe line 90 mm dia. ) with 2 nos. M S flanges confirming to IS : 6392 table 5 with bolt holes drilled on it as per IS:1538 and painted with epoxy paint over metallic primer, 3 Nos. 900 PVC BEND (90 mm OD ) PVC Reducers and Tee conforming to IS; 7834 and 1.0 m long PVC pipe (90 mm OD) as per IS : 4985 all having ISI marking, and providing flanged joints including cost of rubber sheet and other required materials ( for distribution system). PVC Tees to be used as per the size of the distribution pipe line.
2
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Supplying and fixing Cast Iron double orifice type 50 mm dia. air release valve combined with screw-down isolating valve having small orifice of gun metal sealed by rubber coated timber ball and large orifice of moulded rubber seat ring sealed by vulcanite coated timber ball inlet faced and drilled to ISS suitable for a maximum working pressure of 10 kg/cm2 and including supply and fixing of 50 mm G.M gate valve with ISI marking conforming to IS 778 and suitable size saddle piece conforming to IS : 7834 and 20 cm long, 50 mm dia. PVC pipe as per IS : 4985 , all having ISI marking, and providing flanged joints including cost of rubber sheet and other required materials ( for distribution system). PVC Tees to be used as per the size of the distribution pipe line.
2
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Security Cabin and Gate
-
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Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50m.
25
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level : - 1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
10
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level.1:2:4 (1 cement:2coarse sand:4 graded stone 20mm nominal size)for PCC/RCC(excluding cost of reinforcement)
2
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Solid block masonry using pre cast solid blocks (factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part 1 0f 1979 up to plinth level with thickness 20cm in CM 1:6 etc, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
5
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Solid block masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part 1 0f 1979 for super structure above plinth level up to floor five level with thickness 15cm in CM 1:6 etc, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
6
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Solid block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part 1 0f 1979 for super structure above plinth level up to floor five level with thickness 10cm in CM 1:6 etc, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
5
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement:2coarse sand:4 graded stone 20mm nominal size)for PCC/RCC (excluding cost of reinforcement)
11
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12mm cement plaster of mix1:4 (1 cement : 4 course sand) for fair faces at all levels.
140
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6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
15
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete :- Mild steel and Medium Tensile steel bars
1450
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : For foundations, footings, bases of columns, etc. for mass concrete
28
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, buttresses,
plinth and string courses etc.
20
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
16
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders and cantilevers
16
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
30
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls
2
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Providing and fixing Fibber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
20
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Providing and fixing to existing door frames. 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
5
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings, including cost of all materials, labour charges, all lead and lift, all incidental charges etc. complete as per the direction of Engineer in charge.
20
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required
10
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Providing and fixing glazing in aluminium doors, windows,, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc complete as per the architectural drawings and the directions of Engineer -in - charge. ( Cost of snap beading shall be paid in basic item)With float glass panes of 5.5 mm thick
0.5
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Providing and fixing glazing in aluminium doors, windows,, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc complete as per the architectural drawings and the directions of Engineer -in - charge. ( Cost of snap beading shall be paid in basic item) With float glass panes of 8 mm thick
5
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete.
4
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Providing and fixing bright finished brass 100 mm mortise latch and lock with 6 levers and a pair of lever handles of approved quality with necessary
screws etc. complete.
2
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : Size : 250x10mm
2
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : Size : 100x10mm
2
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
140
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Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : (Two Coats )
140
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (Two Coats )
140
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. - Size of Tile 500x500 mm
12
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.
12
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
1
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
1
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Providing and fixing 8mm dia C.P./S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type WC of quality and make as approved by Engineer-in-charge.
1
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Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level up to floor V level with cement mortar 1:4 (1 cement : 4 coarse sand).for soak pit
6
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Supply, installation, testing and commissioning of septic tank made out of Polyethylene, the total volume of the tank shall not be less than 2000 lit., and wall thickness of 10 mm or nearest size, the tank should be in 3 chamber type with at least 2 manholes, including excavation of pit of required width and depth, levelling the bottom of the pit with 10 cm thick PCC 1:4:8, install the tank to the correct line and level, making the required inlet and out let pipe connections, back filling the pit with good quality earth in layers not exceeding 20 cm thickness, consolidating etc. including the cost of all materials, conveyance, labour charges, all incidental charges etc. complete as directed by the Engineer in charge.
1
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Providing and fixing ISI marked PVC pipes including jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge:- 110mm dia, 6Kg/cm2
10
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Providing and fixing ISI marked PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of engineer in charge. Concealed work, including cutting chases and making good the wall etc.:- 110 mm dia pipe, 6Kg/cm2
5
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Providing and fixing ISI marked PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement as per the direction of engineer in charge .Concealed work including cutting chases and making good the wall etc. :- 25mm dia. pipe, 10 Kg/cm2
20
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Providing and fixing ISI marked PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement as per the direction of engineer in charge .Concealed work including cutting chases and making good the wall etc.:- 63mm dia pipe 4Kg/cm2
5
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Providing and fixing C.P. brass angle valve of approved quality conforming to IS:8931 with 15mm nominal diameter
1
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Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms : 15 mm nominal bore
1
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.:- 15 mm nominal bore
1
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Providing and fixing following fittings items of approved quality including the cost of all materials, labour charges and all incidental charges etc. complete as directed by the Engineer in Charge. :- 63mm dia PVC vent cowl
1
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Providing and fixing following fittings items of approved quality including the cost of all materials, labour charges and all incidental charges etc. complete as directed by the Engineer in Charge. :- 25 mm dia PVC ball valve
4
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Providing and fixing following fittings items of approved quality including the cost of all materials, labour charges and all incidental charges etc. complete as directed by the Engineer in Charge. :- PVC shower head
1
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Providing and fixing following fittings items of approved quality including the cost of all materials, labour charges and all incidental charges etc. complete as directed by the Engineer in Charge. :- SS grating of size 150 x 150 mm or nearest available size
1
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Providing and fixing following fittings items of approved quality including the cost of all materials, labour charges and all incidental charges etc. complete as directed by the Engineer in Charge. :- PVC Floor trap
1
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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.
1300
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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.
35
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Electrical
-
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Supply, erection, testing and commissioning of dust and vermin proof cubicle type powder coated single phase meter board fabricated with 14SWG CRCA sheet (IP-54 protection) with the following accessories of ISI makes, provision for fixing single phase KWH meter- 1NO.32A Porcelain Fuse carrier with base - 1No. suitable neutral link - 1No. 32 A TPN SFU - 1No.
1
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Supplying and fixing following way, horizontal type single phase and neutral, sheet steel, MCB distribution board, 230 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthling etc. as required. (But without MCB/RCCB/Isolator) - 8 way (2 + 8), Double door
1
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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
4
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Supplying and fixing following rating, two pole 230 volts, RCBO, in the existing MCB DB complete with connections, testing and commissioning etc. as required. - 25 Amps, 30 mA
1
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Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
4
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Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
1
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Supply, Laying Testing and Commissioning of 1 x 3C x 2.5 Sq.mm. PVC/XLP insulated copper cables, for working voltages up to and including 1100 V , including cost of all materials, incidental expenses, labour charges for making trenches, laying cable through PVC conduit, backfilling the trench etc. complete as directed by the Engineer in charge.
30
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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.- 20 mm dia.
20
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.: 1 way 5/6 amps switch
8
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.: 2/3 Plate Ceiling Rose
1
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Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches in recess etc as required.: 1 or 2 Module (75mmX75mm)
2
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Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches in recess etc as required.: 4 Module (125mmX75mm)
1
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Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. ( For light plugs to be used in non residential buildings ).
4
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Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
1
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Erection of wall bracket /ceiling fittings of all sizes and shapes containing up to two lamps per fitting, complete with all accessories including connection etc. as required.
2
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Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthling etc. as required.
3
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Supply , Installation, testing and commissioning of light duty 150 mm sweep exhaust fan in plastic body with self opening louvers working on 230 V single phase A/C in the existing opening, including making good the damage, directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthling etc. as required.
1
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Supply , installation, testing and commissioning of 1200 mm sweep High Speed ceiling fan with all standard accessories like canopy, down rod, shackle set and blade set.
1
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Supply , installation, testing and commissioning of 300 mm sweep wall fan with all standard accessories ( havels/ Usha/ Orient) directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthling etc. as required.
1
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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthling the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
9
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Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required - 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
46
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Supplying and drawing following Unshielded Twisted Pair ( UTP ) 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone/data cable in the surface/ recessed medium class PVC conduit as required. - 2 Pair
10
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Supplying and Installation of 1 port angular face plate 86 x 86 mm for 1 keystone Jack
1
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Supplying and fixing modular telephone socket ( telephone jack single two line RJ 11) with box complete in the existing cable management system.
1
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Earthling with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
2
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Providing and fixing 6 SWG copper wire on surface or in recess for loop earthling along with existing surface/ recessed conduit/ sub main wiring/ cable as required.
40
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Providing and fixing 10 SWG copper wire on surface or in recess for loop earthling along with existing surface/ recessed conduit/ sub main wiring/ cable as required.
32
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Supply LED type luminaries wall light up to 12.5 W (max) suitable for delivering 1500 lumens (min) output. CCT 3500-4000K, with clear/ opal diffuser (Make : GE BH 2DC- D36-12,5/35-7S-ST , PHILIPS WT202W LED6S CW PSU S1 PC, Crompton, Wipro or similar superior make)
2
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Supply surface/suspended type LED batten fitting suitable for 1 x 20W, 4 ft TLED lamps ( Make : Philips - TMC 501 P 1 x TLED, Wipro WIO921208, Crompton IGP131LT8. Bajaj BLRB-DB 118 or similar superior make) with 1 No: 18 W TLED
3
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Supply, Installation, Testing and Commissioning of LED STREET LIGHTER 1 x 30W LED luminaries complete with 8 m height octagonal poles, IP 66 necessary accessories and connections as required. ( Bajaj , Havells, Crompton, Lighting technology/ Jaquar or Equivalent )
4
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Supply and fixing of weatherproof box made of SMC enclosure of Approx: size 160 X 160 X 60 mm with locking arrangement on the existing lamp post/wall including supplying and fixing 1 No 6 A DP MCB 10 KA rating and P&N porcelain/ backlite connector with necessary fixing arrangements in the SMC box, etc as required. The metal fixing arrangements inside the box/ the lamp post should be properly earthed. ( make: Sintex or equivalent )
4
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