Indian Oil Corporation Limited-IOCL has published Tender For Repair And Maintenance Of Buildings And Other Associated Facilities At Various Zones Of Digboi Refinery, Township, Etp, Ldu, Nazirating Water Station And Kenduguri Of Iocl Aod. Submission Date for this Tender is 15-03-2023. Building Work Tenders in digboi Assam. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Zone-RZ |
2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil |
3 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m : All kinds of soil. |
4 | Deduct for not rolling- power roller |
5 | Deduct for not watering |
6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
7 | 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. |
8 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered): |
9 | Depth not exceeding 1.5 m. |
10 | Depth exceeding 1.5 m but not exceeding 3 m. |
11 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): |
12 | Depth not exceeding 1.5 m. |
13 | Depth exceeding 1.5 m but not exceeding 3 m. |
14 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): |
15 | Depth not exceeding 1.5 m. |
16 | Depth exceeding 1.5 m but not exceeding 3 m. |
17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
18 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials: |
19 | All kinds of soil. |
20 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
21 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
22 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
23 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: |
24 | Beyond 30 cm girth up to and including 60 cm girth. |
25 | Beyond 60 cm girth up to and including 120 cm girth. |
26 | Beyond 120 cm girth up to and including 240 cm girth. |
27 | Above 240 cm girth. |
28 | Carriage of lime, moorum, building rubbish and debris including refractory / insulation debris etc. by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deductionof 20 percent for voids): |
29 | Upto a lead of 1 km. |
30 | Lead beyond 1 km but upto 2 km. |
31 | Lead beyond 2 km but upto 3 km. |
32 | Lead beyond 3 km but upto 4 km. |
33 | Lead beyond 4 km but upto 5 km. |
34 | Extra for lead beyond 5 km and upto 10 km (Per km). |
35 | Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
36 | Upto a lead of 1 km. |
37 | Lead beyond 1 km but upto 2 km. |
38 | Lead beyond 2 km but upto 3 km. |
39 | Lead beyond 3 km but upto 4 km. |
40 | Lead beyond 4 km but upto 5 km. |
41 | Extra for lead beyond 5 km and upto 10 km (Per km). |
42 | Carriage of earth by manual labour including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
43 | Upto a lead of 50 m. |
44 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
45 | Carriage of oily sludge, bio sludge, fecal sludge, ETP sludge etc. or manure by manual labour including loading, unloading and stacking all complete as per the direction of Engineer-in-Charge(The rates will be applicable to net quantities after deduction of 8 percent for voids): |
46 | Upto a lead of 50 m. |
47 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
48 | Transportation of various materials by Truck (of capacity 9-10 Tonne) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH, which stands for "Per Trip". |
49 | Upto a lead of 1 km. |
50 | Lead beyond 1 km but upto 2 km. |
51 | Lead beyond 2 km but upto 3 km. |
52 | Lead beyond 3 km but upto 4 km. |
53 | Lead beyond 4 km but upto 5 km. |
54 | Extra for lead beyond 5 km and upto 10 km (Per km). |
55 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : |
56 | 1:1.5:3 (1 Cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
57 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
58 | 1:4:8 (1 Cement : 4 coarse sand (Zone-III) dervied from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
59 | 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 centring, shuttering and finishing: Cement shall be free issue material |
60 | 1:1.5:3 (1 cement:1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
61 | 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
62 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
63 | 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 centring, shuttering and finishing: Cement shall be free issue material |
64 | 1:1.5:3 (1 cement:1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
65 | 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
66 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing: Cement shall be free issue material : |
67 | 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
68 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). Cement shall befree issue material. |
69 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
70 | Thermo-Mechanically Treated bars. |
71 | Hard drawn steel wire fabric. |
72 | Centring and shuttering including strutting, propping etc. and removal of form work for: |
73 | Foundations, footings, bases for columns. |
74 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
75 | Columns, piers, abutments, pillars, posts and struts. |
76 | Suspended floors, roofs, landings, balconies and access platform. |
77 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
78 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
79 | Extra for shuttering in circular work (20% of respective centering and shuttering items). Note: This is the percent of rate applicable on item no. CVL05015XX. Since %age (percentage) is not compatible in SAP, Please convert this item as NON-SAP item while preparation of PR. Rate indicated is Rs. 20.00 which should be read as 20% of corresponding item of CVL05015XX. |
80 | Edges of slabs and breaks in floors and walls: Under 20 cm wide. |
81 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (Cement shall be free issue material). |
82 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
83 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
84 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement (Cement shall be free issue material): |
85 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
86 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
87 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
88 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
89 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
90 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
91 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits: |
92 | 50 mm thick |
93 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. |
94 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, usingcoarse aggregate as well as fine aggregate derived from natural sources and 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: Cement shall be free issue material. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
95 | All works up to plinth level. |
96 | All works above plinth level up to floor V level. |
97 | Add for using extra cement in the items of design mix over and above the specified cement content therein. Cement shall be free issue material. |
98 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering complete: Cement shall be free issue material : |
99 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
100 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering complete. Cement shall be free issue material : |
101 | 1:1.5:3 (1 Cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
102 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
103 | 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. |
104 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: |
105 | Electric resistance or induction butt welded tubes. |
106 | Providing and fixing bolts including nuts and washers complete. |
107 | Steel 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: |
108 | In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
109 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
110 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: |
111 | M.S. tube. |
112 | E.R.W. tubes. |
113 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc). |
114 | Providing and fixing carbon steel galvanised (minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge: |
115 | 10 x60 mm. |
116 | 10 x120 mm. |
117 | 10 x160 mm. |
118 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454- Part 1 and M.S. top cover of required thickness for rolling shutters: |
119 | 80x1.25mm M.S. laths with 1.25 mm thick top cover. |
120 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover. |
121 | Providing and fixing ball bearing for rolling shutters. |
122 | Extra for providing mechanical device chain and crank operation for operating rolling shutters: |
123 | Exceeding 10.00 sqm and up to 16.80 sqm in the area. |
124 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). |
125 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
126 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). |
127 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
128 | Brick work in plain arches in superstructure above plinth level and up to floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand). (cement shall be free issue material). |
129 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). |
130 | Cement mortar 1:3 (1 cement : 3 coarse sand). |
131 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). |
132 | Cement mortar 1:3 (1 cement :3 coarse sand). |
133 | 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). Cement shall be free issue material. |
134 | 12 mm cement plaster of mix : (cement shall be free issue material). |
135 | 1:4 (1 cement: 4 fine sand). |
136 | 15 mm cement plaster on the rough side of single or half brick wall of mix(Cement shall be free issue material): |
137 | 1:4 (1 cement: 4 fine sand). |
138 | 6 mm cement plaster of mix :- 1:3 (1 cement: 3 fine sand). Cement shall be free issue material. |
139 | Neat cement punning. Cement shall be free issue material. |
140 | Rough cast plaster up to 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement - Ordinary cement finish using ordinary cement. Cement shall be free issue material. |
141 | Pebble dash plaster up to 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Cement shall be free issue material. |
142 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) (Cement shall be free issue material): |
143 | Flush / Ruled/ Struck or weathered pointing. |
144 | Raised and cut pointing. |
145 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Note: The unit (Each) EA is to be read as "Per bag of 50 Kg cement used in the mix". |
146 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3m or part thereof. |
147 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. |
148 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: (Cement shall be free issue material): |
149 | 1:4 (1 cement : 4 coarse sand). |
150 | 1:6 (1cement : 6 coarse sand). |
151 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, .hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Cement shall be free issue material. |
152 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Cement shall be free issue material. |
153 | 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) (Cement shall be free issue material): |
154 | Medium shade pigment using 50% white cement 50% Grey cement. |
155 | Dark shade pigment using ordinary cement. |
156 | Ordinary cement without any pigment. |
157 | Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with (Cement shall be free issue material): |
158 | Udaipur green marble. |
159 | Providing and laying Ceramic glazed floor tiles 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. Cement shall be free issue material. |
160 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in colours, shades exept burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement shall be free issue material. |
161 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. Cement shall be free issue material. |
162 | 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 (Cement shall be free issue material): |
163 | Size of Tile 600x600 mm. |
164 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete (Cement shall be free issue material): |
165 | Size of Tile 600x600 mm. |
166 | Providing and fixing glazed screen printed border tile 75mm wide having thickness 5 mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer-in-charge. Cement shall be free issue material. |
167 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Cement shall be free issue material. |
168 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels (Cement shall be free issue material): |
169 | Granite of any colour and shade - Area of slab up to 0.50 sqm. |
170 | Granite of any colour and shade - Area of slab over 0.50 sqm. |
171 | Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
172 | Granite work. |
173 | Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive including cleaning etc. complete. |
174 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
175 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
176 | Stone tile (polished) work for wall lining over 12mm 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. 8mm thick (Cement shall be free issue material): |
177 | Granite of any colour and shade. |
178 | Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge: |
179 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)- Acid and alkali resistant tile. |
180 | In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) - Acid and alkali resistant tile. |
181 | Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of : a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx 3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment up to 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. c) Providing and fixing Access Floor panel of 600x600x 32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones.The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1mm thickness for superior adhesion and Surface flatness within 0.75mm. The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product: |
182 | 300 mm Finished Floor Height (FFH). |
183 | 450 mm Finished Floor Height (FFH). |
184 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required: |
185 | 0.63mm thick with zinc coating not less than 275gm/sqm. |
186 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete: |
187 | 0.63mm thick with zinc coating not less than 275gm/sqm. |
188 | Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete - 1.60mm thick with zinc coating not less than 350gm/sqm. |
189 | Providing fixing of 40 cm overall width plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 coarse sand) - 1.00mm thick with zinc coating not less than 275gm/sqm. |
190 | Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement/G.S. sheets gutters with purlins. |
191 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated "J" or "L" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra- violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified: |
192 | 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified. |
193 | 2mm thick flat. |
194 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
195 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
196 | Ridges plain (500 - 600mm). |
197 | Flashings/ Aprons ( up to 600 mm). |
198 | Crimp curve. |
199 | Gutter (600 mm over all girth). |
200 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipes: |
201 | 110 mm diameter. |
202 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
203 | Coupler- 110 mm. |
204 | Single tee with door - 110x110x110 mm. |
205 | Single tee without door - 110x110x110 mm. |
206 | Bend 87.5 Degree- 110 mm bend. |
207 | Shoe (Plain)- 110 mm Shoe. |
208 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete: |
209 | 110 mm. |
210 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacturer"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
211 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095 (Part I) : 2011 (Board with BIS certification marks). |
212 | 12.5 mm thick tapered edge gypsum moisture resistant board. |
213 | Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metalgrid of hot dipped galvanized steel sections (galvanized @ 120gsm/sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38mm joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main "T" at 600mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge: |
214 | 12.5mm thick square edge PVC Laminated Gypsum Tile of size 595x595mm, made of Gypsum plasterboard; manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
215 | 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : |
216 | For fixed portion - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
217 | 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 (Fittings shall be paid for separately) - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
218 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. |
219 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. |
220 | Pre-laminated particle board with decorative lamination on both sides. |
221 | Providing and fixing glazing in aluminium door, window, 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 aluminium snap beading shall be paid in basic item): |
222 | With float glass panes of 4.0 mm thickness. |
223 | With float glass panes of 5.50 mm thickness. |
224 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg., for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: |
225 | With stainless steel cover plate minimum 1.25 mm thickness. |
226 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). |
227 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (up to 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. |
228 | Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer-in-charge: |
229 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete - up to 5mm depth and 5 mm width. |
230 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
231 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge: |
232 | Anodized (AC 15 ) aluminium tubular handle bar. |
233 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc complete. |
234 | Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). |
235 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer- in-charge: |
236 | Anodized (AC 15 ) aluminium. |
237 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). |
238 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600: |
239 | Upto 5 mm depth and 5 mm width. |
240 | Upto 10 mm depth and 10 mm width. |
241 | Upto 20 mm depth and 20 mm width. |
242 | 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. |
243 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. |
244 | Providing and fixing ISI marked aluminium butt hinges 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: |
245 | 125x75x4 mm. |
246 | 100x75x4 mm. |
247 | 100x63x4 mm. |
248 | 75x63x4 mm. |
249 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete : |
250 | 300x16 mm. |
251 | 250x16 mm. |
252 | 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 : |
253 | 300x10 mm. |
254 | 250x10 mm. |
255 | 200x10 mm. |
256 | 150x10 mm. |
257 | 100x10 mm. |
258 | Providing and fixing aluminium handles 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 : |
259 | 125 mm. |
260 | 100 mm. |
261 | 75 mm. |
262 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
263 | Twin rubber stopper. |
264 | Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
265 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
266 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour: |
267 | One coat. |
268 | Two coats. |
269 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
270 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour: |
271 | One coat. |
272 | Two coats. |
273 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade - Two or more coats on new work. |
274 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade - One or more coats on old work. |
275 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
276 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. |
277 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
278 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
279 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
280 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
281 | White washing with lime to give an even shade: - New work (three or more coats). |
282 | White washing with lime to give an even shade : |
283 | Old work (two or more coats). |
284 | Old work (one or more coats). |
285 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade- New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
286 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : |
287 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. |
288 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). |
289 | Applying priming coat : |
290 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
291 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
292 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade -New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. |
293 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - Old work (one or more coats). |
294 | Applying a coat of mordant solution on G.S. sheet : |
295 | With a solution of 38 gms of copper acetate in a litre of soft water. |
296 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. |
297 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade -One or more coats on old work. |
298 | Painting with aluminium paint of approved brand and manufacture to give an even shade - Two or more coats on new work. |
299 | Painting with aluminium paint of approved brand and manufacture to give an even shade -One or more coats on old work. |
300 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade- Two or more coats on new work. |
301 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade - One or more coats on old work. |
302 | Varnishing with varnish of approved brand and manufacture: |
303 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. |
304 | Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. |
305 | French spirit polishing : Two or more coats on new works including a coat of wood filler. |
306 | Lettering with black Japan paint of approved brand and manufacture. Note: Rate EACH (EA) stands for "Per letter per cm height". |
307 | Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete: |
308 | New work (Two or more coats). |
309 | Old work (One or more coats). |
310 | Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete: |
311 | New work (Two or more coats). |
312 | Old work (One or more coats). |
313 | Renewal of old putty of glass panes (length). |
314 | Refixing old glass panes with putty and nails. |
315 | Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : |
316 | Not exceeding 4.00 metres in length. - Sal wood beams. |
317 | Not exceeding 4.00 metres in length - Hollock wood beams . |
318 | Above 4.00 metres and up to 5.00 metres length-Sal wood beams. |
319 | Above 4.00 metres and up to 5.00 metres length- Hollock wood beams. |
320 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Note: Unit KL stands for "Kilo Litres". |
321 | Providing and fixing 25 mm thick shutters for cup board etc : |
322 | Panelled or panelled & glazed shutters - Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. |
323 | Glazed shutters - Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. |
324 | Providing and fixing brass curtain rods of wall thickness 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete: |
325 | 20 mm diameter. |
326 | 25 mm diameter. |
327 | Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete : |
328 | 20 mm dia. |
329 | 25 mm dia. |
330 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : |
331 | 20 mm dia (heavy type). |
332 | 25 mm dia (heavy type). |
333 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : |
334 | With cement mortar 1:4 (1 cement : 4 fine sand). |
335 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. |
336 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
337 | Providing and fixing bright finished brass hard drawn hooks and eyes: |
338 | 150 mm. |
339 | Providing & fixing white vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c media, all complete as per the direction of Engineer-in-charge: |
340 | Orissa pattern W.C. Pan of size 580 x 440 mm. |
341 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
342 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
343 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
344 | 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: |
345 | In cement mortar. |
346 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
347 | Of area 3 sq. metres and below. |
348 | Of area beyond 3 sq. metres. |
349 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
350 | Of area 3 sq. metres and below. |
351 | Of area beyond 3 sq. metres. |
352 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead: |
353 | Of sectional area 40 square centimetres and above. |
354 | Of sectional area below 40 square centimetres. |
355 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: |
356 | R.S. Joists. |
357 | Channels, angles, tees and flats. |
358 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
359 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead: |
360 | For thickness of tiles 10 mm to 25 mm. |
361 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
362 | G.S. Sheet. |
363 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : |
364 | T" or "L" iron or pipe. |
365 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
366 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. |
367 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
368 | 150 mm dia pipe. |
369 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : |
370 | Water bound macadam road. |
371 | Bituminous road. |
372 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
373 | 15 mm to 40 mm nominal bore. |
374 | Above 40 mm nominal bore. |
375 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: |
376 | Up to 150 mm diameter. |
377 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
378 | 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. |
379 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
380 | 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 loads including all lifts involved. |
381 | Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-incharge: Sealant 25mmx10mm at joints. |
382 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-charge. |
383 | Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement : 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-Charge: Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument and/ or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2) (Cement shall be free issue material): |
384 | 12 mm average thickness. |
385 | 25 mm average thickness in 2 layers. |
386 | 50 mm average thickness in 3 layers. |
387 | Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, steaming, watering manually or by any applied means, making necessary connectionof hoses etc. all as per direction of Engineer-in-Chargeincluding plugging and dewatering of manholes, removalof muck, sludge floating materials etc. and disposing, the same to dumping pit within owner"s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete. |
388 | Manholes of depth upto 2.0 M |
389 | Manholes of depth beyond 2.0 M but upto 3.0M |
390 | Cleaning of manholes and removal of chokage in OWSmanholes and its allied connection by rodding, steaming watering manually or by any applied means, making necessary connection of hoses etc. all as perdirection of Engineer-in-Charge including plugging and dewatering of manholes, removal of muck, sludge,floating materials etc. and disposing the same to dumping pit within owner"s premises as directed withall buckets, ropes, wooden plugs, tools, tackles,consumables, safety equipment, pumps, hoses, operative labour etc. complete. |
391 | Manholes of depth upto 2.0 M |
392 | Manholes of depth beyond 2.0 M but upto 3.0M |
393 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
394 | Cleaning, dechoking and flushing 50mm-100mm SW and sewer lineby removing muck, cleaning etc. withbamboo strips or sewer cleaning rods etc. as directed(section between two chambers) all complete includingcleaning of two manholes as per direction of the Engineer-in-Charge. |
395 | Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls, shelves, cleaning the carpets, sofas etc. with vacuumcleaner (Vacuum cleaner shall be provided by theresidents). Cleaning and sweeping the stair case, passages, backyard, verandah, garrages attached tothe quarters, removal of cow webs, washing or moping of the toilet for thequarters with all labours, tools and tackles complete including supervising charges but excluding the cost of consumables like disinfectant, cleaning agent, acids, phenyl, toilet paper roll etc. which shall be paid under separateitemsas per direction of Engineer-in-charge. (Unit "DAY" shall mean carrying out above activities for 8 hrs. in a day). |
396 | Removal of dead animal of any kind and disposal of same at dumping ground and burying it at one meterdepth or more depending upon the size of dead animaland re-filling with soil to cover it completelyincluding excavation of ditches, all complete. |
397 | Labour charges for cleaning of cooling tower cell basin,floor and walls including cleaning of debris, muck, algae, floating debris or pigeon drops ect from any height and disposing outside the unit area within owner"s premises as directed. |
398 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete: |
399 | With 2nd class teak wood beading 62X19 mm. |
400 | With 12 mm mild steel U beading. |
401 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete: |
402 | With 2nd class teak wood beading 62X19 mm. |
403 | With 12 mm mild steel U beading. |
404 | HARD DRAWN WIRE FABRIC REINFORCEMENT: Supplying and placing in position hard drawn wire fabric of 3mm dia 50x50 Mesh @ 2.22 kg/Sqm as per IS: 1566 to be used as reinforcement for fire proofing,including straightening, cleaning, cutting, bending,binding different portions with Contractor"s own 16 SWGblack soft annealed wire, welding with spacer plates orlugs (to be supplied by the Contractor at his own cost) in skirts/ on surface of structural steel members etc.complete, including cleaning of the surface and all labour and as per drawings/ sketches, specifications and directions of the Engineer-in-Charge. |
405 | TEMPORARY SHED: Erection of tubular structures with trusses and purlins, tie-rods, columns for temporary shutdown sheds and tea booths etc. includingtransportation of necessary materials from stores, erecting in position, bolting and fixing GI / AC / Aluminiun corrugated sheet on sides and top with necessary hooks, 8mm dia GI limpet and bitumen washers,purlins, columns, tie rods etc., salvaging, transportation and including dismantling, stacking at Civil maintenance or Refinery stores, all labour tools, plants etc. complete, (M.S. structures and GI / AC /Aluminium sheets supplied free by Owner) including supplying and fixing bolts, nuts, hook bolts, limpet washers etc. complete as per direction of Engineer-in-Charge (Measurement will be based on floor areacovered). |
406 | LOADING AND UNLOADING OF CHARCOAL/SALT: Labour charges for loading and unloading Charcoal or Salt from charcoal tower upto a height of 10M byremoving all charcoal manually including screening allcharcoal orsalt in different standard mesh as perspecification of ASTM standard, including loading in proper layers as per instruction of Engineer-in-Charge. |
407 | HAY FILTER: Supplying and filling Hay filter in the frameof size 2.00x2.00x20M after lifting the frame by usingnecessary rigging equipments and other tools afterremoving the frame including refixing the frame at places as per instructions of the Engineer-in-Charge. |
408 | Without Nelton Mesh |
409 | TEMPORARY BARRICADING: Erecting temporarybarricading using MS pipes, clamps, GI wire, GIcorrugated sheets upto 10.0 metre height with maximum spacing between vertical members being 500mm and horizontal members being 400 mm includingembedding vertical members in ground, fixing sheetswith GI wire / J hooks, providing inclined members wherever directed. The item includes transportation of barricading materials from owner"s store, returning thesame to owner"s store after completion of the work, maintaining the barricading in good condition till completion of job etc. complete all as per drawings, specifications and directions of the Engineer-in-Charge with all labour, materials, consumables like GIwire, J hooks, tools and tackles etc. except the cost of barricading materials like GI sheets, MS pipes and MS Clamps only which shall be issued free of cost fromowner"s store. |
410 | BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.whereverrequired as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting tothe site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. allcomplete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor. |
411 | MICRO-CONCRETING: Providing and placing in position Micro-concrete as per relevant ASTM / BS/ IS having Compressive Strength of minimum 45 Mpa (M-45)at 28 days, of make PIDILITE / BASF/ SIKA/ FOSROC or equivalent in columns,beams, slabs etc.which shall be pre-packed single component, chloride free, non- shrink, free flow, self compacting and mixed as per manufacturer"s specification, including required leak proof shuttering, pre-soaking of substrate, manualapplication or pumping, manpower and tools and tackles all complete as per direction of the Engineer-in-Charge. |
412 | GRP SHEET: Providing and fixing 3 mm thick Glass Reinforced Polyester (GRP) sheet of approvedquality,colour and shade at any height with GI J, L hooks, bolts and nuts 8mm dia. G.I. Plain washers complete with all material, labour, tools and tackles and as per the direction of Engineer-in-Charge. Finished areashall be measured for payment. |
413 | PLYWOOD/BLOCKBOARD: Providing and fixing of plywood / blockboard of approved make in shelves for furniture etc. with screws and fittings wherever required (Fittings to be paid separately). |
414 | 6MM Thick Commercial plywood- MR Grade- IS-303 |
415 | 12 MM Thick Commercial plywood - MR Grade- IS-303 |
416 | 18MM Tk CommercialBlockboard (MR Grade-IS-1659) |
417 | PVC SHEET/ TILES: Providing and fixing homogenous Polyvinyl chloride (PVC) sheet / tile of approved quality,colour and shade in flooring and skirting in approved pattern on a smooth and damp-proof base without any air pocket using rubber based adhesives of approved quality and manufacturer like Dunlop S-758, Fevicol SR-998 or equivalent including rolling with light wooden roller weighing about 5kg all complete with all labour, materials, consumables, tools and tackles and asdirected by Engineer-in-Charge. |
418 | 1.5 mm thick sheet |
419 | SS HANDLE: Providing and fixing stainless steel AISI 316 grade pull handle 25mm dia 600mm long O-shape including making holes in glass (Ozone / Dorset or equivalentmake). |
420 | SUN CONTROL FILM: Providing and installing Sun control polyester insulating film of reflective/ non- reflective type as specified below, of approved shade(Sun control films of M/s Garware or approved equivalent) on glasses of windows / door / partitions including thorough cleaning of glass surfaces, scaffolding etc. with all labour and materials complete as per manufacturer"s specifications and directions of Engineer-in-Charge. |
421 | Reflective type |
422 | ALUMINIUM SHEET ON DOORS: Providing and fixing24 gauge Aluminium sheet on bottom of door shutterswith all material, labour tools and tackles and asdirected by Engineer-in-Charge. |
423 | CORE CUTTING: Core cutting work in RCC by using diamond core cutting machine with required diameter and length of drilling bit at any location inside or outside theplant including charges for core cutting machine, itsoperator, tools and tackles, consumables and clearing of site after the work all complete as per the direction of the Engineer-In-Charge. |
424 | Above 100mm upto 150mm dia, upto depth 250 mm |
425 | Above 150mm upto 225mm dia, upto depth 250 mm |
426 | CHEMICAL ANCHOR BOLTS: Providing andanchoringin positionChemicalAnchor Bolts of(HSA-E OF M/SHILTI/ RGM OR M/S FISHER/ approved equivalent ofother Manufacturers) of grade 5.8 and specified dia andstandard lengthsincluding necessary drilling upto required depth, anchoring and grouting with necessary equipments, tools, tackles etc. complete as perspecifications of Manufacturer and direction of Engineer- in-Charge.The chemical to be used shall be epoxybased viz FIS EM OF M/S FISHER OR RE 500 OF M/S HILTI or approved equivalent. Bolt shall be fixed through authorized applicator only. NOTE: Anchor Bolt length of+/- 10mm variation is allowable w.r.t. specification of manufacturer"s catalouge. (Rates are inclusive of all material, labour, tools and tackles). |
427 | Bolt Size: 12x300mm |
428 | Bolt Size: 16x300mm |
429 | Bolt Size: 20x500mm |
430 | Bolt Size: 24x600mm |
431 | Bolt Size: 30x500mm |
432 | Supplying chemical emulsion in sealed containers including delivery as specified : Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. |
433 | Diluting and injecting chemical emulsion for Post-Constructional anti-termite treatment (excluding the cost of chemical emulsion) : |
434 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre). |
435 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre). |
436 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C. / Lindane 20% E.C. to be supplied free of cost @ 5 Litre per 9 Sq metre). |
437 | Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 deg and plugging them with cement mortar 1:2(1 cement:2 coarse sand) to the full depth of the hole : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.7 Litre per 10 metre). |
438 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos / Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.7 Litre per 10 metre). |
439 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately): |
440 | Kiln seasoned and chemically treated hollock wood. |
441 | Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position with necessary stainless steel screws etc.: |
442 | Kiln seasoned and chemically treated hollock wood. |
443 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note: Butt hinges and necessary screws shall be paid separately): |
444 | Kiln seasoned selected planks of sheesham wood - 35 mm thick shutters. |
445 | Kiln seasoned selected planks of sheesham wood - 30 mm thick shutters. |
446 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : |
447 | Second class teak wood. |
448 | Kiln seasoned and chemically treated hollock wood. |
449 | Ply wood 7 ply, 9 mm thick : Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type. |
450 | Particle Board 12 mm thick : Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked. |
451 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading. |
452 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws: |
453 | Kiln seasoned selected planks of sheesham wood - 35 mm thick. |
454 | Kiln seasoned selected planks of sheesham wood- 30 mm thick. |
455 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
456 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). |
457 | Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): |
458 | 12 mm thick. |
459 | 18 mm thick. |
460 | Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately): |
461 | 18 mm thick. |
462 | 25 mm thick. |
463 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
464 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
465 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
466 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws. |
467 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : |
468 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
469 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
470 | 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. |
471 | Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with:Decorative veneer facings of approved manufacture. |
472 | Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary screws, priming coat on unexposed surface etc, complete. |
473 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : |
474 | 2nd class teak wood - 50x12 mm. |
475 | 2nd class teak wood - 50 x 20 mm. |
476 | Kiln seasoned and chemically treated hollock wood - 50x12 mm. |
477 | Kiln seasoned and chemically treated hollock wood - 50x20 mm. |
478 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. |
479 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete: |
480 | Fixed to steel windows by welding. |
481 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : |
482 | 125x90x4.00 mm. |
483 | 100x75x3.50 mm. |
484 | 75x60x3.10 mm. |
485 | 50x40x2.50 mm. |
486 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : |
487 | 125x64x2.50 mm. |
488 | 100x60x2.50 mm. |
489 | 75x50x2.50 mm. |
490 | Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete: |
491 | 150x125x27x2.80 mm. |
492 | 125x125x27x2.80 mm. |
493 | 100x125x27x2.80 mm. |
494 | 75x100x20x2.24 mm. |
495 | Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc. complete: |
496 | Overall width 35 mm. |
497 | Overall width 50 mm. |
498 | Overall width 65 mm. |
499 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
500 | 300x16 mm. |
501 | 250x16 mm. |
502 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
503 | 250x10 mm. |
504 | 200x10 mm. |
505 | 150x10 mm. |
506 | 100x10 mm. |
507 | Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : |
508 | 300x20x6 mm. |
509 | 250x20x6 mm. |
510 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete: |
511 | 125 mm. |
512 | 100 mm. |
513 | 75 mm. |
514 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete: |
515 | 300 mm weighing not less than 200 gms. |
516 | 250 mm weighing not less than 150 gms. |
517 | 200 mm weighing not less than 120 gms. |
518 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
519 | Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : |
520 | Size 65 mm. |
521 | Size 75 mm. |
522 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. |
523 | Providing and fixing chromium plated brass handles with necessary screws etc. complete: |
524 | 125 mm. |
525 | 100 mm. |
526 | 75 mm. |
527 | Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. |
528 | Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : |
529 | 300 mm weighing not less than 330 gms. |
530 | 250 mm weighing not less than 280 gms. |
531 | 200 mm weighing not less than 240 gms. |
532 | Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: |
533 | Extruded section profile size 48x40 mm. |
534 | Extruded section profile size 42x50 mm. |
535 | Providing and fixing to existing door frames: |
536 | 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. "U" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
537 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. "U" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. |
538 | 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmX25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm and 1.0 mm (± 0.1mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25MM X 11MM. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures" specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. |
539 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC "C" channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail, paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles and rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive etc. complete as per direction of Engineer- in-charge, Manufacturer"s specification and drawing: |
540 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge. |
541 | 30 mm thick plain PVC door shutters. |
542 | 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5 mm (± 0.2mm) thick, having styles and rails (except lock rail) of size 95 mm x 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles and rails to be mitered cut and joint with the help of PVC solvent cement, self driven self tapping screws and M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm single piece solid PVC extruded sheet inserted in the door as panels, all complete as per manufacturer"s specification and direction of Engineer-in-charge: |
543 | Non decorative finish (matt finish). |
544 | Providing and Fixing factory made uPVC door frame made of uPVC exturded sections , of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm) , corners of the door frame to be mitred cut and jointed withplastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturer"s specification and direction of Engineer-in-charge. |
545 | Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc. Cement shall be free issue material. |
546 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface: |
547 | 40 mm thick. |
548 | 25 mm thick. |
549 | 20 mm thick. |
550 | 12 mm thick. |
551 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost: Cement shall be free issue material. |
552 | Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
553 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer (Cement shall be free issue material): |
554 | Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
555 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. (Cement shall be free issue material): |
556 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
557 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 4 mm (weight not less than 10kg/sqm). |
558 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 5.5 mm(weight not less than 12.5kg/sqm). |
559 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead (Cement shall be free issue material): |
560 | Door chowkhats. |
561 | Window chowkhats. |
562 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. Cement shall be free issue material. |
563 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. |
564 | Supplying and stacking at site: |
565 | 90 mm to 45 mm size stone aggregate. |
566 | 63 mm to 45 mm size stone aggregate. |
567 | 53 mm to 22.4 mm size stone aggregate. |
568 | Stone screening 13.2 mm nominal size (Type A). |
569 | Good earth. |
570 | Moorum. |
571 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
572 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
573 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
574 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required: |
575 | Bituminous portion. |
576 | Water bound macadam. |
577 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete. |
578 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
579 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
580 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge: |
581 | Made of G.I. wire of dia 4mm. |
582 | Made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. |
583 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
584 | Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete.(Payment for Stone to be made separately). |
585 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). |
586 | 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. |
587 | Laying old cement cocrete 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
588 | Supplying at site : |
589 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). |
590 | Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately: |
591 | 35x111x25 cm size. |
592 | 50x152.5x25 cm size. |
593 | ProvidingandfixingP.V.C.lowlevelflushingcistern withmanually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete: |
594 | 10 litre capacity - White. |
595 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
596 | White solid plastic seat with lid. |
597 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete: |
598 | Semi rigid pipe - 32 mm dia. |
599 | Semi rigid pipe- 40 mm dia. |
600 | Flexible pipe- 32 mm dia. |
601 | Flexible pipe - 40 mm dia. |
602 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: |
603 | Circular shape - 450 mm dia. |
604 | Rectangular shape - 453 x 357 mm. |
605 | Oval shape -450 x 350 mm (outer dimensions). |
606 | Rectangular shape - 1500 x 450 mm. |
607 | Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
608 | Providing and fixing toilet paper holder : |
609 | C.P. brass. |
610 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: |
611 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms. |
612 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms. |
613 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms. |
614 | Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. |
615 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: |
616 | 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. |
617 | 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. |
618 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. |
619 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. |
620 | Providingandfixingwhitevitreouschinawatercloset squattingpan (Indian type): |
621 | Orissa pattern W.C. pan of size 580x440 mm. |
622 | 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 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 : |
623 | W.C. Pan with ISI marked white solid plastic seat and lid. |
624 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flushbend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
625 | W.C. Pan with ISI marked white solid plastic seat and lid. |
626 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm or 340 x 410 x 265 mm sizes respectively. |
627 | 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 paintingof fittings and brackets, cutting and making good the walls wherever required : |
628 | White VitreousChina Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
629 | White VitreousChina Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. |
630 | White VitreousChina Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. |
631 | WhiteVitreousChinaFlatbackwashbasinsize 550x400 mm with single 15 mm C.P. brass pillar tap. |
632 | WhiteVitreousChinaFlatbackwashbasinsize 450x300 mm with single 15 mm C.P. brass pillar tap. |
633 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS13983 with C.I. brackets and stainless steel plug 40 mm including paintingof fittings and brackets, cutting and making good the walls wherever required : |
634 | Kitchen sink with drain board - 510x1040 mm bowl depth 250mm. |
635 | Kitchen sink without drain board- 610x510 mm bowl depth 200 mm. |
636 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mmC.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : |
637 | Size 450x300x150mm. |
638 | Size 600x450x200mm. |
639 | Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: |
640 | 250x130x30 mm. Unit Each (EA) stands for EACH PAIR |
641 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
642 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
643 | Flat back wash basin of size 630x450mm. |
644 | Flat back wash basin of size 550x400mm. |
645 | Flat back wash basin of size 450x300mm. |
646 | Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: |
647 | Size 450 x 300 x 150 mm. |
648 | Size 600 x 450 x 200 mm. |
649 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.: |
650 | For 100 mm dia. Pipe. |
651 | For 75 mm dia. Pipe. |
652 | Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : |
653 | 100 mm. |
654 | 75 mm. |
655 | Providing and fixing 8mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer-in-charge. |
656 | Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : |
657 | 100 mm dia. |
658 | 75 mm dia. |
659 | 50 mm dia. |
660 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc: External work: |
661 | 15 mm dia. nominal bore. |
662 | 20 mm dia. nominal bore. |
663 | 25 mm dia. nominal bore. |
664 | 32 mm dia. nominal bore. |
665 | 40 mm dia. nominal bore. |
666 | 50 mm dia. nominal bore. |
667 | Providing and fixing brass bib cock of approved quality : |
668 | 15 mm nominal bore. |
669 | Providing and fixing brass stop cock of approved quality : |
670 | 15 mm nominal bore. |
671 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
672 | 25 mm nominal bore. |
673 | 32 mm nominal bore. |
674 | 40 mm nominal bore. |
675 | 50 mm nominal bore. |
676 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: |
677 | 15 mm nominal bore. |
678 | 20 mm nominal bore. |
679 | 25 mm nominal bore. |
680 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: |
681 | 100 mm diameter. |
682 | 150 mm diameter. |
683 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
684 | 15 mm nominal bore. |
685 | 20 mm nominal bore. |
686 | 25 mm nominal bore. |
687 | 32 mm nominal bore. |
688 | 40 mm nominal bore. |
689 | 50mm nominal bore. |
690 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
691 | 15 mm nominal bore. |
692 | 20 mm nominal bore. |
693 | 25 mm nominal bore. |
694 | 32 mm nominal bore. |
695 | 40 mm nominal bore. |
696 | 50 mm nominal bore. |
697 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931- 15 mm nominal bore. |
698 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 - 15 mm nominal bore. |
699 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. |
700 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball: |
701 | 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. |
702 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge: Internal work - Exposed on wall: |
703 | 15 mm nominal outer dia pipes. |
704 | 20 mm nominal outer dia pipes. |
705 | 25 mm nominal outer dia pipes. |
706 | 32 mm nominal outer dia pipes. |
707 | 40 mm nominal outer dia pipes. |
708 | 50 mm nominal outer dia pipes. |
709 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall: |
710 | 15 mm dia. nominal bore. |
711 | 20 mm dia. nominal bore. |
712 | 25 mm dia. nominal bore. |
713 | 32 mm dia. nominal bore. |
714 | 40 mm dia. nominal bore. |
715 | 50 mm dia. nominal bore. |
716 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
717 | 30 cm length- 15 mm nominal bore. |
718 | 30 cm length - 20 mm nominal bore. |
719 | 45 cm length - 15 mm nominal bore. |
720 | 45 cm length - 20 mm nominal bore. |
721 | Cutting holes up to 30x30 cm in walls including making good the same - With common burnt clay F.P.S. (non modular) bricks. |
722 | Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain 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. |
723 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
724 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. |
725 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
726 | 100x100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
727 | 150 x 100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
728 | Providing and laying 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 (Cement shall be free issue material): |
729 | 150 mm dia. R.C.C. pipe. |
730 | 250 mm dia. R.C.C. pipe. |
731 | 300 mm dia. R.C.C. pipe. |
732 | 450 mm dia. R.C.C. pipe. |
733 | 700 mm dia. R.C.C. pipe. |
734 | 900 mm dia. R.C.C. pipe. |
735 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete (Cement shall be free issue material): |
736 | 450 mm dia. R.C.C. pipe. |
737 | 600 mm dia. R.C.C. pipe. |
738 | 900 mm dia. R.C.C. pipe. |
739 | 1000 mm dia RCC pipes. (Laying by manual/ mechanical means). |
740 | 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(Cement shall be free issue material): |
741 | With 20x20 mm square bar. |
742 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete (Cement shall be free issue material): |
743 | For pipes 100 to 230 mm diameter. |
744 | For pipes 250 to 300 mm diameter. |
745 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design (Cement shall be free issue material): |
746 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
747 | Extra for depth beyond 45 cm of brick masonry chamber (Cement shall be free issue material): |
748 | For 600x850 mm size - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
749 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
750 | Grading roof for water proofing treatment with (cement shall be free issue material): |
751 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
752 | Cement mortar 1:3 (1 cement : 3 coarse sand). |
753 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge: |
754 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
755 | 80mm thick C.C. paver block of M-30 grade with approved colour, design & pattern. |
756 | Providing and fixing factory made extruded WPC ( Wood Polymer Composite) solid door/window/Ceosetory windows and other frames/chowkhat comprising of virgin PVC Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (Wood powder / rice husk / wheat husk) and non-toxic additives (maximum Toxicity Index of 12 for 100gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750Kg/cum, screw withdrawl strength of 2200N (face) and 1100 N (edge) minimum compressive strength of 58N/mm2, modulus of elasticity 900N/mm2 and resistance to spread of flame of Class A category with property of being termite / borer proof, water/moisture proof, and fire retardant and fixed in position with MS holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge (MS Hold fast / lugs or SS dash fasteners shall be paid for separately): Note: For WPC Solid door / window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
757 | Frame size 65 x 100 mm. |
758 | Frame size 65 x 125 mm. |
759 | Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer"s specifications and direction of Engineer-in-charge: |
760 | Decorative finish (both side wood grained finish). |
761 | Hire charges (from SOR item code 10.761 to 10.764) include cost of services of operating staff, Cost of lubricating oil, fuel , other consumables for running the plant and machinery, all the taxes and contractor profit @15%. |
762 | Hire charges of Diesel Truck - 9 tonne |
763 | Hire charges of Pump set of capacity 4000 litres per hour. |
764 | Hire charges of Diesel Road Roller - 8 ton |
765 | Hydraulic Excavator (JCB) of 1 cum bucket |
766 | Area Index @30.42% on M&I SOR Items (Applicable from item no. no. 10.001 to 10.764) |
767 | Deduction @ 1.5% towards Water & Electricity charges. (Item no 10.001 to 10.7650) |
768 | Providing and fixing best quality 100mm size vertical venetian blinds of approved brand and make like "Vista Classic" of Vista Levelor or approved equivalent, design, colour(s) and quality as per specifications and directios of the Engineer-in-Charge with all labour, tools & tackles, hardwares and all other materials complete. |
769 | Providing and fixing best / superior qualityCP Health faucet with 1 m metallic long tube ,hooks and angle cock includingall tools,fittings and fixing charges in each room of brand jaquar, marc, kingston, etc and any other approved brand all complete as per direction of the Engineering-in-Charge. |
770 | Supply, fitting and fixing of CP push piller cock with auto closing system ofmodel no: PRS031 of "JAQUAR : make including all tools & tackles etc. completed as perthe direction of EIC. |
771 | Supply, fitting and fixing of urinal push valvewith auto closing system of model no: PRS 077of "JAQUAR" make including all tools & tackles etc. completed as perthe direction of EIC. |
772 | Maintenance of floor spring machine of aluminium door / window, cleaning of glasses and aluminium sections with necessary soaps, water etc. including removing, re-fixing and aligmentof theleafs, locking device etc. complete with all labour and materials as per direction of Engineer-in-Charge including over hauling of floor spring machine, changing of oil seal & spares |
773 | Renewing P-volts for Aluminium door shutter of approved quality as per direction of Engineer-in-Charge. |
774 | Renewing V-volts for aluminium door shutters of approved quality as per direction of Engineer-in-Charge. |
775 | Labour charges for fixing plain or corrugated GI / Precoated / FRP / Aluminium roofing sheets at any height with necessary galvanised iron J or L hooks, bolts, nuts 8mm dia with bitumen or GI limpet washers filled with white lead including metering laps etc. complete including transportation of the same from the owner"s store as per instruction of Engineer-in-Charge. (only sheets shall be supplied by owner at free of cost). |
776 | Replacing the damaged parts of the rolling shutters with new approved parts including removing and refixing the shutters if necessary and sending the damaged materials to departmental stores, with all labour and material complete. |
777 | SPRINGS |
778 | LOCKER |
779 | END CLIPS |
780 | REPAIR OF ROLLING SHUTTERS |
781 | UPTO 12 SQM |
782 | OVERHAULING OF ROLLING SHUTTERS |
783 | UPTO 12 SQM |
784 | Providing, fitting & fixing CP grating of 100mm dia to the floors complete asdirected and specified. |
785 | CP brass spreader with union and clamps |
786 | Reparing GI pipe line by replacing / refixing of required part as approved by Engineer in Charge with necessary tools and tackles all complete with all labour , transpotation etc. complete.,,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,, |
787 | 1/2" GI Plug |
788 | 3/4" GI Plug |
789 | 1" GI Plug |
790 | Providing, fitting and fixing CP towel rail complete as directed and specified of approved make and model of Jaquar- continental 600m long |
791 | Providing, fitting and fixing CP soap tray/soap dish complete as directed and specified of approved make and model of Jaquar- Continental |
792 | Renewing PVC flush pipe including removing the unserviceable materials, cutting and making good to the floors and walls where necessary. |
793 | Supplying, fitting and fixing PVC pipes of 6 Kg/Cm2 of ISI approved brand including joining, fitting and fixing with clamps etc as necessary complete at all levels including below GL as directed and specified in exposed surfaces or in trenches for WC, Bathroom, Wash basin outlet and the like. |
794 | 110 mm dia |
795 | 90 mm dia |
796 | 75 mm dia |
797 | Supplying, fitting and fixing 87.5 degree PVC bend with door of (Supreme/Prince) or other ISI approved including joining, fitting and fixing etc as necessary complete at all levels including below GL as directed and specified. |
798 | 110 mm dia |
799 | 90 mm dia |
800 | 75 mm dia |
801 | Supplying, fitting and fixing PVC single Tee with door of (Supreme/Prince) or other ISI approved including joining, fitting and fixing etc as necessary complete as all levels including below GL as directed and specified. |
802 | 110 mm dia |
803 | 90 mm dia |
804 | 75 mm dia |
805 | Providing, fitting and fixing PVC cowel of ISI make complete as directed and specified. |
806 | 75 mm dia PVC cowel of ISI make |
807 | Providing, fitting and fixing PVC reducing Tee of (Supreme/Prince) or other ISI approved including joining, fitting and fixing etc as necessary complete at all levels including below GL as directed and specified. |
808 | 110 mm X 75 mm |
809 | B/W WITH OLD BK IN FOUN CEMENT FREEBrick work with old bricks in foundation and plinth includingcleaning of old bricks and removing the old mortar, dust and dirt etc.in following cement mortars (Only bricks shall be issued by IOCL freeof cost):Cement will be issued free of cost from store, Contractor has to maketheir own arrangement for transportation of the same from storeto work site. |
810 | IN CEMENT MORTAR 1:4, CEMENT FREE ISSUE |
811 | B/W WITH OLD BRICKS IN S/S CEMENT FREEBrick work with old bricks including cleaning of old bricks andremoving the old mortar, dust and dirt etc. in following cementmortars in super structure (Only bricks shall be issued by IOCL freeof cost):Cement will be issued free of cost from store, Contractor has to maketheir own arrangement for transportation of the same from storeto work site. |
812 | IN CEMENT MORTAR 1:4, CEMENT FREE ISSUE |
813 | Labour charges for fabricating & erecting structural steel work such as trusses, purlins, sagrods, bracings, gates or other miscellaneous fabrications in builtup sections including cutting, hoisting, fixing in position, revetting, bolting and welding of joints from joists, angles, channels, flats, round bars, plates with all necessary labour & consumables like welding rods, gas and scaffoldings complete as per the directions of engineer-in-charge (Only structural steel is to be supplied by IOCL free of cost). |
814 | L/C FOR FIXING COORU/ PLAIN GI SHEETS Labour charges for fixing plain or corrugated GI sheets roofing at any height with necessary galvanised iron J or L hooks, bolts, nuts 8mm dia with bitumen or GI limpet washers filled with white lead including metering laps etc. complete including transportation of the same from the owner"s store as per instruction of Engineer-in-Charge. (only sheets shall be supplied by owner at free of cost) |
815 | Providing & Fixing of Items for day to day requirement for plumbing related jobs. |
816 | PVC Handle for cistern |
817 | 15mm dia G.I. Elbows |
818 | 25mm dia G.I. Elbows |
819 | 32mm dia G.I. Elbows |
820 | 15mm dia G.I. Nipples |
821 | 20mm dia G.I. Nipples |
822 | 25mm dia G.I. Nipples |
823 | 32mm dia G.I. Nipples |
824 | 15mm G.I. Tees (equal) |
825 | 20mm G.I. Tees (equal) |
826 | 25mm G.I. Tees (equal) |
827 | 32mm G.I. Tees (equal) |
828 | Siphon for Cistern PVC |
829 | Supplying of 250 mm semi-circular PVC Gutter & their accessories. |
830 | 250 mm PVC Semi-Circular Gutter |
831 | 250 mm Semi-Circular End Cap |
832 | 250 mm Semi-Circualr Running Outlet including gasket, socket, sealant etc. |
833 | Labour Charges for fixing of 250 mm semi-circular PVC Gutter including all accessories & fittings |
834 | HPL panneling : proving and fixing HPL 6 mm thk panneling with G.I/aluminium framing complete as per engineer in charge with approved sample. |
835 | Manpower assistance for Misc. Job for Period up to 31.03.2023 |
836 | Skilled manpower assist |
837 | Semi-Skilled manpower assist |
838 | Un-Skilled manpower assist |
839 | Manpower assistance for Misc. Job for Period 01.04.2023 to 31.03.2024 |
840 | Skilled manpower assist |
841 | Semi-Skilled manpower assist |
842 | Un-Skilled manpower assist |
843 | Manpower assistance for Misc. Job for Period 01.04.2024 to 31.03.2025 |
844 | Skilled manpower assist |
845 | Semi-Skilled manpower assist |
846 | Un-Skilled manpower assist |
847 | STEEL SCAFFLODING (MATERIAL IN IOCL SCOPE) The job includes transportation of scaffolding materials from owners storage points / rigging stores to work site, erection of scaffolding at site covering the areas specified as per ISMS-1007 safety standards and dismantling scaffolding after completion of job and returning the scaffolding material to specified place including supply of all tools, tackles, consumables, labours and contractor"s supervision as directed by the Engineer-in-Charge Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs. |
848 | Up to 6m |
849 | Above 6m up to 10m |
850 | Above 10m up to 20m |
851 | PF, EDLI & ESI Charges (if applicable) related to employer contribution reimbursable on submission of Documentary evidence.As per actuals (or)the sum of following, whichever is lower limited to quoted amount:1)Total value against Civil SOR items i.e., It No. 10.001 to 10.7662)Against Manpower Component i.e., It No. 10.834 to 10.845 |
852 | PPE Cost @ 2.5% on manpower items (i.e. from item no. 10.834 to 10.845) against supplying of PPE"s i.e.protective clothing, safety helmet, safety shoes, hand gloves, IFR Suit etc. |
853 | Zone-TZ |
854 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil. |
855 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m : All kinds of soil. |
856 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. |
857 | Deduct for not watering the excavated earth for banking. |
858 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
859 | 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. |
860 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered): |
861 | Depth not exceeding 1.5 m. |
862 | Depth exceeding 1.5 m but not exceeding 3 m. |
863 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): |
864 | Depth not exceeding 1.5 m. |
865 | Depth exceeding 1.5 m but not exceeding 3 m. |
866 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): |
867 | Depth not exceeding 1.5 m. |
868 | Depth exceeding 1.5 m but not exceeding 3 m. |
869 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
870 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials: |
871 | All kinds of soil. |
872 | Ordinary or hard rock. |
873 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
874 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. |
875 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
876 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
877 | Supplying chemical emulsion in sealed containers including delivery as specified : Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. |
878 | Diluting and injecting chemical emulsion for Post-Constructional anti-termite treatment (excluding the cost of chemical emulsion) : |
879 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre). |
880 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre). |
881 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C. / Lindane 20% E.C. to be supplied free of cost @ 5 Litre per 9 Sq metre). |
882 | Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 deg and plugging them with cement mortar 1:2(1 cement:2 coarse sand) to the full depth of the hole : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.7 Litre per 10 metre). |
883 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos / Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.7 Litre per 10 metre). |
884 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : |
885 | 1:1.5:3 (1 Cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
886 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
887 | 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
888 | 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 centring, shuttering and finishing: Cement shall be free issue material |
889 | 1:1.5:3 (1 cement:1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
890 | 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
891 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
892 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing: Cement shall be free issue material : |
893 | 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
894 | Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. |
895 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).Cement shall be free issue material. |
896 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including finishing the top smooth. Cement shall be free issue material. |
897 | Centering and shuttering including strutting, propping etc. and removal of form for : |
898 | Foundations, footings, bases of columns, etc. for mass concrete. |
899 | Suspended floors, roofs, landings, balconies and access platform. |
900 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
901 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
902 | Extra for shuttering in circular work (20% of respective centering and shuttering items). Note: This is the percent of rate applicable on item no. CVL05015XX. Since %age (percentage) is not compatible in SAP, Please convert this item as NON-SAP item while preparation of PR. Rate indicated is Rs. 20.00 which should be read as 20% of corresponding item of CVL05015XX. |
903 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
904 | Thermo-Mechanically Treated bars. |
905 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (Cement shall be free issue material). |
906 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
907 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
908 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement (Cement shall be free issue material): |
909 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
910 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits: |
911 | 50 mm thick |
912 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. Cement shall be free issue material. |
913 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). |
914 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
915 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
916 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). |
917 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
918 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
919 | Brick work in plain arches in superstructure above plinth level and up to floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand). (cement shall be free issue material). |
920 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). |
921 | Cement mortar 1:3 (1 cement : 3 coarse sand). |
922 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
923 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). |
924 | Cement mortar 1:3 (1 cement :3 coarse sand). |
925 | Cement mortar 1:4 (1 cement :4 coarse sand). |
926 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels (Cement shall be free issue material): |
927 | Granite of any colour and shade - Area of slab up to 0.50 sqm. |
928 | Granite of any colour and shade - Area of slab over 0.50 sqm. |
929 | Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive including cleaning etc. complete. Cement shall be free issue material. |
930 | Stone tile (polished) work for wall lining over 12mm 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. 8mm thick (Cement shall be free issue material): |
931 | Granite of any colour and shade. |
932 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Cement shall be free issue material. |
933 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately): |
934 | Kiln seasoned and chemically treated hollock wood. |
935 | Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position with necessary stainless steel screws etc.: |
936 | Kiln seasoned and chemically treated hollock wood. |
937 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note: Butt hinges and necessary screws shall be paid separately): |
938 | Second class teak wood- 35 mm thick shutters |
939 | Second class teak wood- 30 mm thick shutters |
940 | Kiln seasoned selected planks of sheesham wood - 35 mm thick shutters. |
941 | Kiln seasoned selected planks of sheesham wood - 30 mm thick shutters. |
942 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : |
943 | Second class teak wood. |
944 | Kiln seasoned and chemically treated hollock wood. |
945 | Ply wood 5 ply, 9 mm thick : Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. |
946 | Ply wood 5 ply, 9 mm thick : Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type. |
947 | Ply wood 7 ply, 9 mm thick : Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type. |
948 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws: |
949 | Kiln seasoned and chemically treated hollock wood - 35 mm thick. |
950 | Kiln seasoned and chemically treated hollock wood - 30 mm thick. |
951 | Kiln seasoned selected planks of sheesham wood - 35 mm thick. |
952 | Kiln seasoned selected planks of sheesham wood- 30 mm thick. |
953 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
954 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). |
955 | Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): |
956 | 12 mm thick. |
957 | Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately): |
958 | 18 mm thick. |
959 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
960 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
961 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : |
962 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
963 | Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with:Decorative veneer facings of approved manufacture. |
964 | Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary screws, priming coat on unexposed surface etc, complete. |
965 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : |
966 | 2nd class teak wood - 50x12 mm. |
967 | Kiln seasoned and chemically treated hollock wood - 50x12 mm. |
968 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. |
969 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete: |
970 | Fixed to steel windows by welding. |
971 | Fixed to openings /wooden frames with rawl plugs screws etc. |
972 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : |
973 | 125x65x2.12 mm. |
974 | 100x58x1.90 mm. |
975 | 75x47x1.70 mm. |
976 | 50x37x1.50 mm. |
977 | Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete: |
978 | 125x65x2.12 mm. |
979 | 100x58x1.90 mm. |
980 | 75x47x1.70 mm. |
981 | 50x37x1.50 mm. |
982 | Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete: |
983 | 150 mm. |
984 | 125 mm. |
985 | 100 mm. |
986 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
987 | 300x16 mm. |
988 | 250x16 mm. |
989 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
990 | 250x10 mm. |
991 | 200x10 mm. |
992 | 150x10 mm. |
993 | 100x10 mm. |
994 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete: |
995 | 125 mm. |
996 | 100 mm. |
997 | 75 mm. |
998 | Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : |
999 | 150 mm. |
1000 | 115 mm. |
1001 | 90 mm. |
1002 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete: |
1003 | 300 mm weighing not less than 200 gms. |
1004 | 250 mm weighing not less than 150 gms. |
1005 | 200 mm weighing not less than 120 gms. |
1006 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : |
1007 | 125x64x1.90 mm. |
1008 | 100X58X1.90 mm. |
1009 | 75x47x1.80 mm. |
1010 | 50x37x1.50 mm. |
1011 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
1012 | Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). |
1013 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers including necessary screws etc. complete (best make of approved quality) : |
1014 | 40 mm. |
1015 | 50 mm. |
1016 | 65 mm. |
1017 | 75 mm. |
1018 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality). |
1019 | Providing and fixing bright finished brass handles with screws etc. complete : |
1020 | 125 mm. |
1021 | 100 mm. |
1022 | 75 mm. |
1023 | Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. |
1024 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
1025 | Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : |
1026 | Size 65 mm. |
1027 | Size 75 mm. |
1028 | Providing and fixing ISI marked aluminium butt hinges 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: |
1029 | 125x75x4 mm. |
1030 | 100x75x4 mm. |
1031 | 100x63x4 mm. |
1032 | 75x63x4 mm. |
1033 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete : |
1034 | 300x16 mm. |
1035 | 250x16 mm. |
1036 | 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 : |
1037 | 300x10 mm. |
1038 | 250x10 mm. |
1039 | 200x10 mm. |
1040 | 150x10 mm. |
1041 | 100x10 mm. |
1042 | Providing and fixing aluminium handles 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 : |
1043 | 125 mm. |
1044 | 100 mm. |
1045 | 75 mm. |
1046 | Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
1047 | Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). |
1048 | Providing and fixing PTMT handles with necessary screws etc. complete: |
1049 | 125x34x24 mm weighing not less than 23 gms. |
1050 | 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. |
1051 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. |
1052 | Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: |
1053 | Extruded section profile size 48x40 mm. |
1054 | Extruded section profile size 42x50 mm. |
1055 | Providing and fixing to existing door frames: |
1056 | 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. "U" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
1057 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. "U" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. |
1058 | 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmX25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm and 1.0 mm (± 0.1mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25MM X 11MM. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures" specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. |
1059 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC "C" channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail, paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles and rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive etc. complete as per direction of Engineer- in-charge, Manufacturer"s specification and drawing: |
1060 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge. |
1061 | 30 mm thick plain PVC door shutters. |
1062 | 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5 mm (± 0.2mm) thick, having styles and rails (except lock rail) of size 95 mm x 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles and rails to be mitered cut and joint with the help of PVC solvent cement, self driven self tapping screws and M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm single piece solid PVC extruded sheet inserted in the door as panels, all complete as per manufacturer"s specification and direction of Engineer-in-charge: |
1063 | Non decorative finish (matt finish). |
1064 | Providing and Fixing factory made uPVC door frame made of uPVC exturded sections , of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm) , corners of the door frame to be mitred cut and jointed withplastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturer"s specification and direction of Engineer-in-charge. |
1065 | Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc. Cement shall be free issue material. |
1066 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface: |
1067 | 40 mm thick. |
1068 | 25 mm thick. |
1069 | 20 mm thick. |
1070 | 12 mm thick. |
1071 | Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete : |
1072 | 20 mm dia. |
1073 | 25 mm dia. |
1074 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : |
1075 | 20 mm dia (heavy type). |
1076 | 25 mm dia (heavy type). |
1077 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
1078 | 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : |
1079 | For fixed portion - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
1080 | 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 (Fittings shall be paid for separately) - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
1081 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. |
1082 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. |
1083 | Pre-laminated particle board with decorative lamination on both sides. |
1084 | Providing and fixing glazing in aluminium door, window, 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 aluminium snap beading shall be paid in basic item): |
1085 | With float glass panes of 4.0 mm thickness. |
1086 | With float glass panes of 5.50 mm thickness. |
1087 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg., for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: |
1088 | With stainless steel cover plate minimum 1.25 mm thickness. |
1089 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer- in-charge: |
1090 | Anodized (AC 15 ) aluminium. |
1091 | Powder coated minimum thickness 50 micron aluminium. |
1092 | Polyester powder coated minimum thickness 50 micron aluminium. |
1093 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
1094 | 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. |
1095 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: |
1096 | Hot finished welded type tubes. |
1097 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs or beams during laying including painting the exposed portion of loop, all as per standard design complete. |
1098 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
1099 | Providing and fixing bolts including nuts and washers complete. |
1100 | Steel 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: |
1101 | In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
1102 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
1103 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: |
1104 | M.S. tube. |
1105 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: |
1106 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1107 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost ofother fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment): |
1108 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1109 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc). |
1110 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer: |
1111 | Using M.S. angels 40x40x6 mm for diagonal braces. |
1112 | Using flats 30x6mm for diagonal braces and central cross piece. |
1113 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454- Part 1 and M.S. top cover of required thickness for rolling shutters: |
1114 | 80x1.25mm M.S. laths with 1.25 mm thick top cover. |
1115 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover. |
1116 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover. |
1117 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost: Cement shall be free issue material. |
1118 | Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
1119 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1120 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost ofother fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment)(Cement shall be free issue material): |
1121 | Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
1122 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1123 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer (Cement shall be free issue material): |
1124 | Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
1125 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1126 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. (Cement shall be free issue material): |
1127 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
1128 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). |
1129 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. |
1130 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: (Cement shall be free issue material): |
1131 | 1:4 (1 cement : 4 coarse sand). |
1132 | 1:6 (1cement : 6 coarse sand). |
1133 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete- 40mm thick with 20mm nominal size stone aggregate. Cement shall be free issuematerial. |
1134 | 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) (Cement shall be free issue material): |
1135 | Light shade pigment using white cement. |
1136 | Dark shade pigment using ordinary cement. |
1137 | Ordinary cement without any pigment. |
1138 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. Cement shall be free issue material. |
1139 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Cement shall be free issue material. |
1140 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in colours, shades exept burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement shall be free issue material. |
1141 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, 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. Cement shall be free issue material. |
1142 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. Cement shall be free issue material. |
1143 | 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 (Cement shall be free issue material): |
1144 | Size of Tile 500x500 mm. |
1145 | Size of Tile 600x600 mm. |
1146 | Size of Tile 800x800 mm. |
1147 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete (Cement shall be free issue material): |
1148 | Size of Tile 500x500 mm. |
1149 | Size of Tile 600x600 mm. |
1150 | Size of Tile 800x800 mm. |
1151 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required: |
1152 | 0.63mm thick with zinc coating not less than 275gm/sqm. |
1153 | Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter for chimney stacks, sky light etc : |
1154 | 0.63 mm thick. |
1155 | Providing and fixing 15 cm wide 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete: |
1156 | 0.63mm thick with zinc coating not less than 275gm/sqm. |
1157 | Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement/G.S. sheets gutters with purlins. |
1158 | Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : |
1159 | Natural colour insulating board- 12 mm thick. |
1160 | Providing and fixing flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately) - 12 mm thick. |
1161 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipes: |
1162 | 75 mm diameter. |
1163 | 110 mm diameter. |
1164 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
1165 | Coupler- 75 mm. |
1166 | Coupler- 110 mm. |
1167 | Single tee with door - 75x75x75 mm. |
1168 | Single tee with door - 110x110x110 mm. |
1169 | Single tee without door - 75x75x75 mm. |
1170 | Single tee without door - 110x110x110 mm. |
1171 | Bend 87.5 Degree- 75 mm bend. |
1172 | Bend 87.5 Degree- 110 mm bend. |
1173 | Shoe (Plain)- 75 mm Shoe. |
1174 | Shoe (Plain)- 110 mm Shoe. |
1175 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete: |
1176 | 75 mm. |
1177 | 110 mm. |
1178 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated "J" or "L" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra- violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified: |
1179 | 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified. |
1180 | 2mm thick flat. |
1181 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
1182 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
1183 | Ridges plain (500 - 600mm). |
1184 | Barge board (up to 300 mm). |
1185 | Crimp curve. |
1186 | Gutter (600 mm over all girth). |
1187 | Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metalgrid of hot dipped galvanized steel sections (galvanized @ 120gsm/sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38mm joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main "T" at 600mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge: |
1188 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5mm thick with 8mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. |
1189 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5mm thick with 8mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. |
1190 | 12.5mm thick square edge PVC Laminated Gypsum Tile of size 595x595mm, made of Gypsum plasterboard; manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
1191 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete: |
1192 | 0.63mm thick with zinc coating not less than 275gm/sqm. |
1193 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. Cement shall be free issue material. |
1194 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
1195 | Colour washing such as green, blue or buff to give an even shade : |
1196 | New work (two or more coats) with a base coat of white washing with lime. |
1197 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour: |
1198 | Two coats. |
1199 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
1200 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
1201 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
1202 | Finishing walls with textured exterior paint of required shade -New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. |
1203 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade- New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
1204 | Applying priming coat : |
1205 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood). |
1206 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
1207 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
1208 | 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: |
1209 | On steel work. |
1210 | On concrete work. |
1211 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade -New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. |
1212 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade - Two or more coats on new work. |
1213 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. |
1214 | Painting with aluminium paint of approved brand and manufacture to give an even shade - Two or more coats on new work. |
1215 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade- Two or more coats on new work. |
1216 | Varnishing with varnish of approved brand and manufacture: |
1217 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. |
1218 | Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. |
1219 | French spirit polishing : Two or more coats on new works including a coat of wood filler. |
1220 | Lettering with black Japan paint of approved brand and manufacture. Note: Rate EACH (EA) stands for "Per letter per cm height". |
1221 | 12 mm cement plaster of mix : (cement shall be free issue material). |
1222 | 1:4 (1 cement: 4 fine sand). |
1223 | 15 mm cement plaster on the rough side of single or half brick wall of mix(Cement shall be free issue material): |
1224 | 1:4 (1 cement: 4 fine sand). |
1225 | 20 mm cement plaster of mix (Cement shall be free issue material): |
1226 | 1:6 (1 cement: 6 fine sand). |
1227 | 12 mm cement plaster of mix(Cement shall be free issue material); |
1228 | 1:4 (1 cement: 4 coarse sand). |
1229 | 15 mm cement plaster on rough side of single or half brick wall of mix (cement shall be free issue material): |
1230 | 1:4 (1 cement: 4 coarse sand). |
1231 | 20 mm cement plaster of mix(Cement shall be free issue material): |
1232 | 1:4 (1 cement: 4 coarse sand). |
1233 | 12 mm cement plaster finished with a floating coat of neat cement of mix(Cement shall be free issue material): |
1234 | 1:4 (1 cement: 4 fine sand). |
1235 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix (Cement shall be free issue material): |
1236 | 1:4 (1 cement: 4 fine sand). |
1237 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. Cement shall be free issue material. |
1238 | 6 mm cement plaster of mix :- 1:3 (1 cement: 3 fine sand). Cement shall be free issue material. |
1239 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. Cement shall be free issue material. |
1240 | Neat cement punning. Cement shall be free issue material. |
1241 | Rough cast plaster up to 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement - Ordinary cement finish using ordinary cement. Cement shall be free issue material. |
1242 | Pebble dash plaster up to 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Cement shall be free issue material. |
1243 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) (Cement shall be free issue material): |
1244 | Flush / Ruled/ Struck or weathered pointing. |
1245 | Raised and cut pointing. |
1246 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-charge: |
1247 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 4 mm (weight not less than 10kg/sqm). |
1248 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 5.5 mm(weight not less than 12.5kg/sqm). |
1249 | Renewal of old putty of glass panes (length). |
1250 | Fixing old glass panes with wooden fillets(excluding cost of fillets). |
1251 | White washing with lime to give an even shade : |
1252 | Old work (two or more coats). |
1253 | Old work (one or more coats). |
1254 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
1255 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
1256 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - Old work (one or more coats). |
1257 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade - One or more coats on old work. |
1258 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade -One or more coats on old work. |
1259 | Painting with aluminium paint of approved brand and manufacture to give an even shade -One or more coats on old work. |
1260 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade - One or more coats on old work. |
1261 | French spirit polishing-One or more coats on old work. |
1262 | Polishing on wood work with ready made wax polish of approved brand and manufacture-Old work. |
1263 | Re-lettering with black Japan paint of approved brand and manufacture. Note: Unit "EACH" (EA) stands for "Per letter per cm height". |
1264 | Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr of approved manufacturer and of required shade and colour complete as per manufacturer"s specification -One or more coats on old work. |
1265 | Finishing walls with water proofing cement paint of required shade : |
1266 | Old work (one or more coats applied @ 2.20 kg/10 sqm)over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. |
1267 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
1268 | Finishing walls with textured exterior paint of required shade : |
1269 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. |
1270 | Old work (One or more coats) applied @ 1.82 ltr/10 sqm. |
1271 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
1272 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
1273 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
1274 | Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. |
1275 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead (Cement shall be free issue material): |
1276 | Door chowkhats. |
1277 | Window chowkhats. |
1278 | Clerestory window chowkhats. |
1279 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. Cement shall be free issue material. |
1280 | Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : |
1281 | Not exceeding 4.00 metres in length - Hollock wood beams . |
1282 | Above 4.00 metres and up to 5.00 metres length- Hollock wood beams. |
1283 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
1284 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
1285 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
1286 | 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: |
1287 | In cement mortar. |
1288 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured) : |
1289 | From brick work in Cement mortar. |
1290 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
1291 | Of area 3 sq. metres and below. |
1292 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
1293 | Of area 3 sq. metres and below. |
1294 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead: |
1295 | Of sectional area 40 square centimetres and above. |
1296 | Of sectional area below 40 square centimetres. |
1297 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: |
1298 | R.S. Joists. |
1299 | Channels, angles, tees and flats. |
1300 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
1301 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
1302 | G.S. Sheet. |
1303 | Asbestos sheet. |
1304 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. |
1305 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
1306 | 75 to 80 mm dia pipe. |
1307 | 100 mm dia pipe. |
1308 | 150 mm dia pipe. |
1309 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : |
1310 | Water bound macadam road. |
1311 | Bituminous road. |
1312 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
1313 | 15 mm to 40 mm nominal bore. |
1314 | Above 40 mm nominal bore. |
1315 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: |
1316 | Up to 150 mm diameter. |
1317 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
1318 | 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. |
1319 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead: |
1320 | For thickness of tiles 10 mm to 25 mm. |
1321 | Supplying and stacking at site: |
1322 | 90 mm to 45 mm size stone aggregate. |
1323 | 63 mm to 45 mm size stone aggregate. |
1324 | 53 mm to 22.4 mm size stone aggregate. |
1325 | Good earth. |
1326 | Moorum. |
1327 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead up to 50 metres- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
1328 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
1329 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required: |
1330 | Bituminous portion. |
1331 | Water bound macadam. |
1332 | Supplying and fixing turn buckles and straining bolts for barbed wire fencing. Note: Unit "Each" (EA) refers to "Each Set". |
1333 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) - Payment to be made per metre cost of total length of barbed wire used - With G.I. barbed wire. |
1334 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately)- Payment to be made per metre cost of total length of barbed wire used- With G.I. barbed wire. |
1335 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete. |
1336 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). |
1337 | Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete: |
1338 | New work (Two or more coats). |
1339 | Old work (One or more coats). |
1340 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
1341 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
1342 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge: |
1343 | Made of G.I. wire of dia 4mm. |
1344 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
1345 | Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete.(Payment for Stone to be made separately). |
1346 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). |
1347 | 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. |
1348 | Laying old cement cocrete 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
1349 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). |
1350 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade,colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge - Area less than 0.50 sqm. |
1351 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
1352 | ProvidingandfixingP.V.C.lowlevelflushingcistern withmanually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete: |
1353 | 10 litre capacity - White. |
1354 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
1355 | White solid plastic seat with lid. |
1356 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete: |
1357 | Semi rigid pipe - 32 mm dia. |
1358 | Semi rigid pipe- 40 mm dia. |
1359 | Flexible pipe- 32 mm dia. |
1360 | Flexible pipe - 40 mm dia. |
1361 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: |
1362 | Circular shape - 450 mm dia. |
1363 | Rectangular shape - 453 x 357 mm. |
1364 | Oval shape -450 x 350 mm (outer dimensions). |
1365 | Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
1366 | Providing and fixing toilet paper holder : |
1367 | C.P. brass. |
1368 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: |
1369 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms. |
1370 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms. |
1371 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms. |
1372 | Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. |
1373 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: |
1374 | 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. |
1375 | 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. |
1376 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. |
1377 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. |
1378 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handlelever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : |
1379 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
1380 | 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 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 : |
1381 | W.C. Pan with ISI marked white solid plastic seat and lid. |
1382 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flushbend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
1383 | W.C. Pan with ISI marked white solid plastic seat and lid. |
1384 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizesrespectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
1385 | One urinal basin with 5litre white P.V.C. automatic flushing cistern. |
1386 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. |
1387 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : |
1388 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. |
1389 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. |
1390 | Providing and fixing one piece construction white vitreous china squattingplatewithanintegrallongitudinalflushing pipe,whiteP.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for backandfrontflushwith standardspreaderpipeswithfittings,G.I clampsand C.P.brasscouplingcompleteincludingpaintingoffittings andcuttingandmakinggoodthewallsandfloorsetc. wherever required : |
1391 | Single squatting plate with 5litre P.V.C. automatic flushing cistern. |
1392 | Range oftwosquattingplates with5litre P.V.C. automatic flushing cistern. |
1393 | 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 paintingof fittings and brackets, cutting and making good the walls wherever required : |
1394 | White VitreousChina Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
1395 | White VitreousChina Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. |
1396 | White VitreousChina Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. |
1397 | WhiteVitreousChinaFlatbackwashbasinsize 550x400 mm with single 15 mm C.P. brass pillar tap. |
1398 | White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. |
1399 | White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. |
1400 | WhiteVitreousChinaFlatbackwashbasinsize 450x300 mm with single 15 mm C.P. brass pillar tap. |
1401 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers. |
1402 | White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. |
1403 | Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap. |
1404 | Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. |
1405 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS13983 with C.I. brackets and stainless steel plug 40 mm including paintingof fittings and brackets, cutting and making good the walls wherever required : |
1406 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting thefittings and brackets, cutting and making good the walls wherever required - White glazed fire clay kitchen sink of size 600x450x250 mm. |
1407 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS13983 with C.I. brackets and stainless steel plug 40 mm including paintingof fittings and brackets, cutting and making good the walls wherever required : |
1408 | Kitchen sink with drain board - 510x1040 mm bowl depth 250mm. |
1409 | Kitchen sink with drain board - 510x1040 mm bowl depth 200mm. |
1410 | Kitchen sink without drain board- 610x510 mm bowl depth 200 mm. |
1411 | Kitchen sink without drain board - 610x460 mm bowl depth 200 mm. |
1412 | Kitchen sink without drain board - 470x420 mm bowl depth 178 mm. |
1413 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mmC.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : |
1414 | Size 450x300x150mm. |
1415 | Size 600x450x200mm. |
1416 | Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required - White glazed fire clay draining board of size 600x450x25mm. |
1417 | Providingandfixingwhitevitreouschinawatercloset squattingpan (Indian type): |
1418 | Long pattern W.C. pan of size 580 mm. |
1419 | Orissa pattern W.C. pan of size 580x440 mm. |
1420 | Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: |
1421 | 250x130x30 mm. Unit Each (EA) stands for EACH PAIR |
1422 | 250x125x25 mm.Unit Each (EA) stands for EACH PAIR |
1423 | One urinal basin with 5litre white P.V.C. automatic flushing cistern. |
1424 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
1425 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
1426 | Flat back wash basin of size 630x450mm. |
1427 | Flat back wash basin of size 550x400mm. |
1428 | Angle back wash basin of size 600x480mm. |
1429 | Angle back wash basin of size 400x400mm. |
1430 | Providing and fixing kitchen sink including making all connections excluding cost of fittings.- White glazed fire clay sink of size 600 x 450 x 250 mm. |
1431 | Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : |
1432 | 100 mm dia. |
1433 | 75 mm dia. |
1434 | 50 mm dia. |
1435 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc: External work: |
1436 | 15 mm dia. nominal bore. |
1437 | 20 mm dia. nominal bore. |
1438 | 25 mm dia. nominal bore. |
1439 | 32 mm dia. nominal bore. |
1440 | 40 mm dia. nominal bore. |
1441 | 50 mm dia. nominal bore. |
1442 | Providing and fixing brass bib cock of approved quality : |
1443 | 15 mm nominal bore. |
1444 | Providing and fixing brass stop cock of approved quality : |
1445 | 15 mm nominal bore. |
1446 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
1447 | 25 mm nominal bore. |
1448 | 32 mm nominal bore. |
1449 | 40 mm nominal bore. |
1450 | 50 mm nominal bore. |
1451 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: |
1452 | 15 mm nominal bore. |
1453 | 20 mm nominal bore. |
1454 | 25 mm nominal bore. |
1455 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: |
1456 | 100 mm diameter. |
1457 | 150 mm diameter. |
1458 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
1459 | 15 mm nominal bore. |
1460 | 20 mm nominal bore. |
1461 | 25 mm nominal bore. |
1462 | 32 mm nominal bore. |
1463 | 40 mm nominal bore. |
1464 | 50mm nominal bore. |
1465 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
1466 | 15 mm nominal bore. |
1467 | 20 mm nominal bore. |
1468 | 25 mm nominal bore. |
1469 | 32 mm nominal bore. |
1470 | 40 mm nominal bore. |
1471 | 50 mm nominal bore. |
1472 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931- 15 mm nominal bore. |
1473 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 - 15 mm nominal bore. |
1474 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. |
1475 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball: |
1476 | 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. |
1477 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge: Internal work - Exposed on wall: |
1478 | 15 mm nominal outer dia pipes. |
1479 | 20 mm nominal outer dia pipes. |
1480 | 25 mm nominal outer dia pipes. |
1481 | 32 mm nominal outer dia pipes. |
1482 | 40 mm nominal outer dia pipes. |
1483 | 50 mm nominal outer dia pipes. |
1484 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work including cutting chases and making good the walls etc (Cement shall be free issue material): |
1485 | 15 mm nominaldia pipes. |
1486 | 20 mm nominaldia pipes. |
1487 | 25 mm nominaldia pipes. |
1488 | 32 mm nominaldia pipes. |
1489 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall: |
1490 | 15 mm dia. nominal bore. |
1491 | 20 mm dia. nominal bore. |
1492 | 25 mm dia. nominal bore. |
1493 | 32 mm dia. nominal bore. |
1494 | 40 mm dia. nominal bore. |
1495 | 50 mm dia. nominal bore. |
1496 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: |
1497 | 15 mm dia nominal bore. |
1498 | 20 mm dia nominal bore. |
1499 | Cutting holes up to 30x30 cm in walls including making good the same - With common burnt clay F.P.S. (non modular) bricks. |
1500 | Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain 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. |
1501 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
1502 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. |
1503 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
1504 | 100x100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
1505 | Providing and laying 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 : |
1506 | 150 mm dia. R.C.C. pipe. |
1507 | 250 mm dia. R.C.C. pipe. |
1508 | 300 mm dia. R.C.C. pipe. |
1509 | 450 mm dia. R.C.C. pipe. |
1510 | 700 mm dia. R.C.C. pipe. |
1511 | 900 mm dia. R.C.C. pipe. |
1512 | 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(Cement shall be free issue material): |
1513 | With 20x20 mm square bar. |
1514 | With 20 mm diameter round bar. |
1515 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
1516 | For pipes 100 to 230 mm diameter. |
1517 | For pipes 250 to 300 mm diameter. |
1518 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Cement shall be free issue material. |
1519 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design (Cement shall be free issue material): |
1520 | Inside dimensions 455x610 mm and 45 cm deep for single pipe line - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
1521 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
1522 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
1523 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete. |
1524 | 450 mm dia. R.C.C. pipe. |
1525 | 600 mm dia. R.C.C. pipe. |
1526 | 900 mm dia. R.C.C. pipe. |
1527 | 1000 mm dia RCC pipes. (Laying by manual/ mechanical means). |
1528 | Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading complete. |
1529 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm). Cement shall be free issue material. |
1530 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Cement shall be free issue material. |
1531 | Grading roof for water proofing treatment with (cement shall be free issue material): |
1532 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
1533 | Cement mortar 1:3 (1 cement : 3 coarse sand). |
1534 | Carriage of lime, moorum, building rubbish and debris including refractory / insulation debris etc. by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deductionof 20 percent for voids): |
1535 | Upto a lead of 1 km. |
1536 | Lead beyond 1 km but upto 2 km. |
1537 | Lead beyond 2 km but upto 3 km. |
1538 | Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
1539 | Upto a lead of 1 km. |
1540 | Lead beyond 1 km but upto 2 km. |
1541 | Lead beyond 2 km but upto 3 km. |
1542 | Carriage of oily sludge, bio sludge, fecal sludge, ETP sludge etc. or manure by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 8 percent for voids): |
1543 | Upto a lead of 1 km. |
1544 | Lead beyond 1 km but upto 2 km. |
1545 | Lead beyond 2 km but upto 3 km. |
1546 | Carriage of earth by manual labour including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
1547 | Upto a lead of 50 m. |
1548 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
1549 | Carriage of sand, stone aggregate below 40 mm nominal size by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities without deduction for voids): |
1550 | Upto a lead of 1 km. |
1551 | Lead beyond 1 km but upto 2 km. |
1552 | Lead beyond 2 km but upto 3 km. |
1553 | Carriage of lime, moorum, building rubbish and debris including refractory / insulation debris etc. by manual labour including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
1554 | Upto a lead of 50 m. |
1555 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
1556 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
1557 | Carriage of oily sludge, bio sludge, fecal sludge, ETP sludge etc. or manure by manual labour including loading, unloading and stacking all complete as per the direction of Engineer-in-Charge(The rates will be applicable to net quantities after deduction of 8 percent for voids): |
1558 | Upto a lead of 50 m. |
1559 | Every additional leads of 50 m or part thereof beyond 1st 50 m |
1560 | Transportation of various materials by Tractor trolley (2-3 M3 capacity) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH which stands for "Per Trip". |
1561 | Upto a lead of 1 km. |
1562 | Lead beyond 1 km but upto 2 km. |
1563 | Lead beyond 2 km but upto 3 km. |
1564 | Lead beyond 3 km but upto 4 km. |
1565 | Lead beyond 4 km but upto 5 km. |
1566 | Transportation of various materials by Tractor trolley (2-3 M3 capacity) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH which stands for "Per Trip". |
1567 | Upto a lead of 1 km. |
1568 | Lead beyond 1 km but upto 2 km. |
1569 | Lead beyond 2 km but upto 3 km. |
1570 | Lead beyond 3 km but upto 4 km. |
1571 | Lead beyond 4 km but upto 5 km. |
1572 | Extra for lead beyond 5 km and upto 10 km (Per km). |
1573 | HARD DRAWN WIRE FABRIC REINFORCEMENT: Supplying and placing in position hard drawn wire fabric of 3mm dia 50x50 Mesh @ 2.22 kg/Sqm as per IS: 1566 to be used as reinforcement for fire proofing,including straightening, cleaning, cutting, bending,binding different portions with Contractor"s own 16 SWGblack soft annealed wire, welding with spacer plates orlugs (to be supplied by the Contractor at his own cost) in skirts/ on surface of structural steel members etc.complete, including cleaning of the surface and all labour and as per drawings/ sketches, specifications and directions of the Engineer-in-Charge. |
1574 | Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge: |
1575 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)- Acid and alkali resistant tile. |
1576 | Providing and fixing plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete (frame work to be paid separately) : |
1577 | 6 mm thick Cement fiber board as per IS: 14862. |
1578 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). |
1579 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete: |
1580 | With 2nd class teak wood beading 62X19 mm. |
1581 | With 12 mm mild steel U beading. |
1582 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
1583 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-charge. |
1584 | Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners / chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. |
1585 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge: |
1586 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
1587 | 80mm thick C.C. paver block of M-30 grade with approved colour, design & pattern. |
1588 | Cleaning mosaic floor, with Carborundum block stone,oxalic acid and caustic soda for all heights, of all patches, spots and polishing with Mansion polish with all tools, tackles, consumables, materials and labour allcomplete. |
1589 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
1590 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacturer"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
1591 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095 (Part I) : 2011 (Board with BIS certification marks). |
1592 | Providing and fixing 8mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer-in-charge. |
1593 | Providing and applying 2.5mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
1594 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge: |
1595 | Size of Tile 600x600 mm. |
1596 | Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology- 15 mm nominal bore. |
1597 | PLYWOOD/BLOCKBOARD: Providing and fixing of plywood / blockboard of approved make in shelves for furniture etc. with screws and fittings wherever required (Fittings to be paid separately). |
1598 | 6MM Thick Commercial plywood- MR Grade- IS-303 |
1599 | 6MM Thick Commercial plywood- BWR Grade- IS-303 |
1600 | 12 MM Thick Commercial plywood - MR Grade- IS-303 |
1601 | 12 MM Tk Commercial plywood - BWR Grade- IS-303 |
1602 | 18MM Tk CommercialBlockboard (MR Grade-IS-1659) |
1603 | 18 MM Thick plywood (BWR Grade-IS-303) |
1604 | TEMPORARY BARRICADING: Erecting temporarybarricading using MS pipes, clamps, GI wire, GIcorrugated sheets upto 10.0 metre height with maximum spacing between vertical members being 500mm and horizontal members being 400 mm includingembedding vertical members in ground, fixing sheetswith GI wire / J hooks, providing inclined members wherever directed. The item includes transportation of barricading materials from owner"s store, returning thesame to owner"s store after completion of the work, maintaining the barricading in good condition till completion of job etc. complete all as per drawings, specifications and directions of the Engineer-in-Charge with all labour, materials, consumables like GIwire, J hooks, tools and tackles etc. except the cost of barricading materials like GI sheets, MS pipes and MS Clamps only which shall be issued free of cost fromowner"s store. |
1605 | BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.whereverrequired as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting tothe site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. allcomplete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor. |
1606 | Labour charges for cleaning and dechoking of nahani traps, gully traps and inspection chambers alongwith the CI and SW pipe connection of housedrainage including flushing, removal of sludge, muck with all labour, tools etc. complete. The contractorhas to clean the line from Nahani trap upto inspectionchamber or vice-versa complete. |
1607 | ALUMINIUM SHEET ON DOORS: Providing and fixing24 gauge Aluminium sheet on bottom of door shutterswith all material, labour tools and tackles and asdirected by Engineer-in-Charge. |
1608 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete: |
1609 | With 2nd class teak wood beading 62X19 mm. |
1610 | NETLON FOR MOSQUITO PROOF: Providing and fixing Netlon (Mosquito-proof net) of any shade fixed to frame of windows/ ventilators etc. wherever required including stiching charges of velcro to the edge of Netlon including all labour and materials completeas perdirection of Engineer-in-Charge. The item also includescost of providing and fixing velcro tape for securing Netlon. |
1611 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc). |
1612 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
1613 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
1614 | PVC SHEET/ TILES: Providing and fixing homogenous Polyvinyl chloride (PVC) sheet / tile of approved quality,colour and shade in flooring and skirting in approved pattern on a smooth and damp-proof base without any air pocket using rubber based adhesives of approved quality and manufacturer like Dunlop S-758, Fevicol SR-998 or equivalent including rolling with light wooden roller weighing about 5kg all complete with all labour, materials, consumables, tools and tackles and asdirected by Engineer-in-Charge. |
1615 | 1.5 mm thick sheet |
1616 | Grading roof for water proofing treatment with (cement shall be free issue material): |
1617 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
1618 | Cement mortar 1:4 (1cement : 4 coarse sand). |
1619 | Providing and fixing CP Brass single lever telephonic wall mixer of quality & make and as per the direction of Engineer-in-charge. |
1620 | Providing and fixing controlled flush, low levelcistern made of vitreous china with all fittings complete: |
1621 | 10 litre (full flush) capacity-White. |
1622 | Repainting C.I. cistern with synthetic enamel paint of approved colour, brand and manufacture on the outside surface of cistern, flush pipe, other fittings etc. complete. |
1623 | Hire charges per hour Hydraulic Excavator of 1 cum bucket |
1624 | Hire charges of Diesel Truck - 9 tonne per day |
1625 | ire charges of Diesel Road Roller - 8 t per day |
1626 | Add Area Index on M&I SOR Item @ 30.42% from Line-20.001 to Line-20.772 |
1627 | Less water charge @ 1% and Electrcity Charge @ 0.5% on M&I SOR Item @ 26.73% from Line-20.001 to Line-20.773 |
1628 | Supplying Galvanised Chicken wire netting of approved quality with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge |
1629 | Painting Electric fan rod, motor <(>&<)> blade one or more coat with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1630 | Erecting Bamboo Scaffolding over 5.0 M UPTO 10.0 M with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1631 | Driving Pipe/ Timber posts (pipes 40 mm and above) by hammering upto 3.0M for retaining wall/ shorting etc. with all tools, tackles, material ,transport etc. complete as per direction of engineer-in-charge. |
1632 | Cleaning/ Resectioning existing road side drains with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1633 | L.P. Walling 63 mm th. with bamboo lath & cement plaster prob. 1:6incl. 75 mm X 75 mm timber frame (1st class) work complete with 3 coats of white washing & timber oiling/ painting with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge |
1634 | L. P. Walling 63 mm th. with bamboo lath &cement plaster prop. 1:6 excl timber frame complete with 3 coats of white washing & timber oiling/ painting with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1635 | Dismantling L. P. wall excl. timber frame with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1636 | Dismantling L.P. Wall with timber frame with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge |
1637 | Making Plywood wall on ready made timber frame with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1638 | Erection of C.I. sheet wall on timber upto 5.0 M with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1639 | Erection C.I. Sheet wall on steel angle frame upto 5 Mtr with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1640 | Erection C. I. Sheet wall on steel angle above 5.0 Mtr. with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1641 | Fitting H/ Cloth Ceiling with timber frame including supply of timber with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1642 | Renailing C.I. Sheet roof or wall with roofing screws with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1643 | Mending leakage on roof gutter ridging with Tarplastic compounds with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1644 | Dismantling wash hand basin/ sink with fittings and making good the dismantled surface with all tools, tackles, material, transport etc.complete as per direction of engineer-in-charge. |
1645 | Dismantling bath tub by plugging inlet connection with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1646 | Erect 40 MM X PM Fence on timber with T/ Bends with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1647 | Erect 75 MM X PM fence on timber with T/ beads with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1648 | Straighting/ Tightening Ideal wire fence with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1649 | Supplying of Approved Quality Ideal Wire fencing 7.62 CM SQ.C/C of wires, 106.7 CM wide stand made of 0.33 CM horizontal and 0.36 CM vertical with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1650 | Straighting/ Tightening Barbed Wire with all tools, tackles, material ,transport etc. complete as per direction of engineer-in-charge. |
1651 | Erect 40 MM X PM fence on steel angle/ pipe by tack welding including supplying of fence with all tools, tackles, material, transport etc.complete as per direction of engineer-in-charge. |
1652 | Erect 40 MM X PM fence on steel angle/ pipe by tack welding excluding supplying of fence with all tools, tackles, material, transport etc.complete as per direction of engineer-in-charge. |
1653 | Erect 75 MM X PM Fence on steel angle / pipe by tack welding including supplying of fence with all tools, tackles, material, transport etc.complete as per direction of engineer-in-charge. |
1654 | Erect 75 MM X PM fence on steel angle / pipe by tack welding excluding supplying of fence with all tools, tackles, material, transport etc.complete as per direction of engineer-in-charge. |
1655 | Dismantling X PM fence fixed on steel or timber with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1656 | Dismantling <(>&<)> refixing same X PM fence on steel/ timber with alltools, tackles, material, transport etc. complete as per direction ofengineer-in-charge. |
1657 | Undressed timber work excl. cut notches with old timber with all tools ,tackles, material, transport etc. complete as per direction ofengineer-in-charge. |
1658 | Laying 75 mm thick brick soling incl. 25 mm thick sand filling below <(>&<)> filling joints with cement mortor 1:6 excl. cost of bricks with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1659 | 25 MM thick T&G timber flooring (making T&G in planks laying & fixing with hidden nails and thoroughly plaining the top surface, 1st class Hollock) with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1660 | Making / hanging 25 mm thick T&G battened door/ window without fittings (1st class timber) with all tools, tackles, material, transportetc. complete as per direction of engineer-in-charge. |
1661 | Dism. <(>&<)> refixing same gutter on existing clamp with all tools,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1662 | Dism. / refixing same R/D pipe on existing clamp with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1663 | Dism./ refixing same Galv ridging with all tools, tackles, material ,transport etc. complete as per direction of engineer-in-charge. |
1664 | Making <(>&<)> fixing curtain bracket on brick wall including fitting<(>&<)> fixtures <(>& <)> supply of timber (1st class) with all tools,tackles, material, transport etc. complete as per direction ofengineer-in-charge. |
1665 | Making <(>&<)> fixing curtain rods on timber frame including supply<(>&<)> timber (1st class Hollock) with all tools, tackles, material,transport etc. complete as per direction of engineer-in-charge. |
1666 | Hanging Single/ leaf window shutters on Steel/ Timber frame excluding fittings with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1667 | Hanging Single leaf door without supply of fittings but with supply ofwood screws with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1668 | Making hole in timber railing / window frame with all tools, tackles ,material, transport etc. complete as per direction of engineer-in-charge. |
1669 | Fixing timber square bar / spur on existing hole with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1670 | Dismantling Garage door one leaf <(>&<)> recovering fittings with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1671 | Dismantling Garage door double leaf <(>&<)> recovering fittings with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1672 | Hanging Garage door one leaf with recovered fittings with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1673 | Hanging Garage door double leaf with recovered fittings with all tools ,tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1674 | Cutting pipes upto 50 mm dia and angle upto 50 mm X 50 mm section excluding supplying of materials. |
1675 | Cutting pipes, above 50 mm upto 100 mm dia <(>&<)> angles upto 100 mm X100 mm section excluding supplying of materials with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1676 | Cutting pipes above 100 mm dia upto 200 mm dia excluding supplying of materials with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1677 | Cutting rails upto 28.75 kg/m with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1678 | Grouting Coller of Hume pipe with cement concrete prop. 1:1.5:3 using 6 mm stone chips including cutting & wrapping, wire netting, packing jute etc. complete for Hume pipe upto 60 cm dia excluding cost of cement with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge. |
1679 | Grouting Coller of Hume pipe with cement concrete prop. 1:1.5:3 using 6 mm stone chips including cutting <(>&<)> wrapping, wire netting, packing jute etc. complete for Hume pipe upto 120 cm dia excluding cost of Cement with all tools, tackles, material, transport etc. complete as per direction of engineer-in-charge |
1680 | Dismantling CI walling including stacking of materials. |
1681 | Brick work with old bricks in foundation and plinth including cleaning of old bricks and removing the old mortar, dust and dirt etc. in following cement mortars (Only bricks shall be issued by IOCL freeof cost):Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. |
1682 | Cement mortar 1:4 (1cement : 4 coarse sand) |
1683 | Brick work with old bricks including cleaning of old bricks and removing the old mortar, dust and dirt etc. in following cement mortars in super structure (Only bricks shall be issued by IOCL free of cost):Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. |
1684 | Cement mortar 1:4 (1cement : 4 coarse sand) |
1685 | Labour charges for fabricating & erecting structural steel work suchas trusses, purlins, sagrods, bracings, gates or other miscellaneous fabrications in builtup sections including cutting, hoisting, fixing in position, revetting, bolting and welding of joints from joists,angles, channels, flats, round bars, plates with all necessary labour & consumables like welding rods, gas and scaffoldings complete as per the directions of engineer-in-charge (Only structural steel is to be sup plied by IOCL free of cost). |
1686 | Labour charges for fixing plain or corrugated GI sheets roofing at any height with necessary galvanised iron J or L hooks, bolts, nuts 8mm dia with bitumen or GI limpet washers filled with white lead including metering laps etc. complete including transportation of the samefrom the owner"s store as per instruction of Engineer-in-Charge.(only sheets shall be supplied by owner at free of cost) |
1687 | Labour charges for fixing ceiling boards in ceiling at any height(excluding teak wood beading). |
1688 | Labour charges for in-situ welding of MS fittings and fixtures like stoppers, handles, stays, safety bars, hinges etc. to existing steel windows at various places (excluding the cost of fittings and fixtures). |
1689 | Reparing of tap such as Bib cock and Stop cock etc. by replacing / refixing of required part as approved by Engineer in Charge with necessary tools and tackles all complete with all labour , transpotation etc. complete. |
1690 | Replacement of Spindle |
1691 | Replacement of washer |
1692 | Replacement of head |
1693 | Replacement of bathroom mirror cabinet of size 350 mm X 450 mm, ivory or white in colour of make Prayag or approved equivalent with necessary accessories, tools and tackles all complete with all labour , transpotation etc. complete. |
1694 | Reparing GI pipe line by replacing / refixing of required part as approved by Engineer in Charge with necessary tools and tackles all complete with all labour , transpotation etc. complete. |
1695 | 1/2" GI Plug |
1696 | 3/4" GI Plug |
1697 | 1" GI Plug |
1698 | Providing and fixing best/superrior qualityCP Health faucet with 1 m metallic long tube ,hooks and angle cock includingall tools,fittings and fixing charges in each room of brand jaquar,marc,kingston,etc and any other approved brand all complete as per direction of the Engineering-in-Charge |
1699 | Supplying and fitting fixing C.P pillar cock of 15mm dia of approved brand as specified and directed. |
1700 | Providing, fitting and fixing Chrome Plated bottle trap complete as directed and specified |
1701 | Supplying, fitting and fixing chrome plated (C.P) basin mixer complete as directed |
1702 | Supply,fitting and fixing of 75 mm long 15mmdia CP extension nipplewith all required tools and tackles as per the direction of EIC |
1703 | Supply,fitting and fixing of 50 mm long 15mm dia CP extension nipplewith all required tools and tackles as per the direction of EIC |
1704 | Supply fitting and fixing of 15mm dia CP elbowwith all required tools and tackles as per the direction of EIC |
1705 | Supply fitting and fixing of urinal spreader of "SONA" makewith all required tools and tackles as per the direction of EIC |
1706 | Maintenance of floor spring machine of aluminium door, cleaning of glasses and aluminium sections with necessary soaps, water etc. including removing, re-fixing and aligmentof theleafs, locking device etc. complete with all labour and materialsincluding over hauling of floor spring machine,direction of as per gineer-in-Charge changing of oil seal & spares |
1707 | Renewing P-volts for Aluminium door shutter of approved quality as per direction of Engineer-in-Charge |
1708 | Renewing V-volts for aluminium door shutters of approved quality as per direction of Engineer-in-Charge |
1709 | Opening the door shutter in locked condition by cutting the wooden door frame/removing the glass pane or any other means as per direction of the EIC |
1710 | Carrying out repairs to existing mortice/any lockand refixing the same in original position as per direction of the EIC. With necessary screws complete |
1711 | Attending "NO WATER" complaints and carrying out the directed job under specific direction of the EIC by engaging required no of labours but excluding the cost of supplying the new materials but includingdechocking pipes(including opening the pipes etc. ifnecessary) whereever necessary |
1712 | Refixing rain water pipes of all sizes upto 150 dia and of any make including taking out of existing pipes carefully, removing all removable fittings, REFIXING the pipes with all necessary fittings and specials to walls / columns by grouting, bolts, nuts, cutting walls, roof slabs etc. and making good the same as directed, including all labour, tools and tackles, consumables and fittings as per directions of Engineer-in-charge |
1713 | Providing, fitting & fixing CP grating of 100mm dia to the floors complete asdirected and specified |
1714 | Providing, fitting and fixing CP soap tray/soap dish complete as directed and specified of approved make and model of Jaquar- Continental |
1715 | Renewing GI socket Zoloto make |
1716 | 15mm dia |
1717 | 20mm dia |
1718 | 25mm dia |
1719 | Renewing GI nipple 15mm to 50mm Zoloto make |
1720 | 15mm dia |
1721 | 20mm dia |
1722 | 25mm dia |
1723 | Digital printing on Vinyl, cutting and pasted on Sun Board (indicative Size 1.5" x 2" ) inculding supply of all required materials, consumables and fixing at site. |
1724 | Painting and Slogan writing/cartoon making using branded quality paint (Asian Paint, Berger or equivalent) as per instruction E-I-C. All materials , consumables , labours etc required for the executing the jobs shall be in contractor scope |
1725 | Providing and fixing of plumbing items of approved brand as per directions of Engineer-in- Charge |
1726 | PVC Handle for cistern |
1727 | Face of Tap of Faucet |
1728 | 15mm dia G.I. Elbows |
1729 | 25mm dia G.I. Elbows |
1730 | 32mm dia G.I. Elbows |
1731 | 15mm G.I. Tees (equal) |
1732 | 20mm G.I. Tees (equal) |
1733 | 25mm G.I. Tees (equal) |
1734 | 32mm G.I. Tees (equal) |
1735 | Siphon for Cistern PVC |
1736 | Manpower assistance for Misc. Job for Peroid up to 31.03.2023 |
1737 | Skilled manpower assist |
1738 | Semi-Skilled manpower assist |
1739 | Un-Skilled manpower assist |
1740 | Manpower assistance for Misc. Job forPeriod 01.04.2023 to 31.03.2024 |
1741 | Skilled manpower assist |
1742 | Semi-Skilled manpower assist |
1743 | Un-Skilled manpower assist |
1744 | Manpower assistance for Misc. Job for Period 01.04.2024 to 31.03.2025 |
1745 | Skilled manpower assist |
1746 | Semi-Skilled manpower assist |
1747 | Un-Skilled manpower assist |
1748 | STEEL SCAFFLODING (MATERIAL IN IOCL SCOPE) The job includes transportation of scaffolding materials from owners storage points / rigging stores to work site, erection of scaffolding at site covering the areas specified as per ISMS-1007 safety standards and dismantling scaffolding after completion of job and returning the scaffolding material to specified place including supply of all tools, tackles, consumables, labours and contractor"s supervision as directed by the Engineer-in-Charge Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs. |
1749 | Up to 6m |
1750 | Above 6m up to 10m |
1751 | Above 10m up to 20m |
1752 | PF, EDLI & ESI Charges (if applicable) related to employer contribution reimbursable on submission of Documentary evidence.As per actuals (or)the sum of following, whichever is lower limited to the quoted amount: 1)Total value against Civil SOR items i.e., It No. 10.001 to 10.774 2)Against Manpower Component i.e., It No. 20.883 to 20.894 |
1753 | PPE Cost @ 2.5% on manpower items (i.e. from item no. 20.883 to 20.894) against supplying of PPE"s i.e.protective clothing, safety helmet, safety shoes, hand gloves, IFR Suit etc |
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