Uttar Pradesh Rajkiya Nirman Nigam Limited has published Supply-Sitc-Item Of Works, On Urgent Basis For The Works Of Annual Repair And Maintenance ( Arm ) Of Civil Works At Esic / Esis Hospitals In Maharashtra And Goa Region During 2021-2022. Submission Date for this Tender is 05-10-2021. Civil Work Tenders in ESIC Hosp. Vashi, Andheri, Thane, Marol, Ambarnath Maharashtra. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 28-Sep-2021 | CORRIGENDUM 1 | Date | 29-09-2021 |
2 | 29-Sep-2021 | CORRIGENDUM 2 | Date | 05-10-2021 |
Sl. No. | Item Description |
1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. With the permission of local authority at authorised dumping yard. |
2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
3 | All kinds of soil |
4 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
5 | All kinds of soil. |
6 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
7 | All kinds of soil |
8 | Pipes, cables etc, not exceeding 80 mm dia. |
9 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
10 | 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 upto 1.5 m. |
11 | 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. |
12 | All kinds of soil |
13 | 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. |
14 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
15 | Supplying chemical emulsion in sealed containers including delivery as specified |
16 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
17 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
18 | 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 300mm including excavation channel along the wall & rodding etc. complete: |
19 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
20 | 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: |
21 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
22 | CEMENT CONCRETE (CAST IN SITU) |
23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
24 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
25 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
26 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
27 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. |
28 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
29 | CEMENT CONCRETE PRECAST |
30 | 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. |
31 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) |
32 | 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. |
33 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
34 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification. |
35 | Extra for concrete work in superstructure above floor V level for each four floors or part thereof. |
36 | Extra for laying concrete in or under foul positions. |
37 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
38 | 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 : |
39 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
40 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
41 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
42 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
43 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
44 | 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) : 3 graded stone aggregate 20 mm nominal size). |
45 | Centering and shuttering including strutting, propping etc. and removal of form for : |
46 | Foundations, footings, bases of columns, etc. for mass concrete |
47 | Suspended floors, roofs, landings, balconies and access platform |
48 | Shelves (Cast in situ) |
49 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
50 | Weather shade, Chajjas, corbels etc., including edges |
51 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
52 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
53 | Providing, hoisting and fixing above plinth level 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) : 3 graded stone aggregate 20 mm nominal size). |
54 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 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. |
55 | 50 mm thick |
56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
57 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
58 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. |
59 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
60 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
61 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
62 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
63 | 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 : |
64 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
65 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
66 | Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means. |
67 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
68 | cement mortar 1:4 (1 cement : 4 coarse sand) |
69 | 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. |
70 | Cement mortar 1:4 (1 cement :4 coarse sand) |
71 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. |
72 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : |
73 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
74 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. |
75 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
76 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
77 | Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble |
78 | Area of slab upto 0.50 sqm |
79 | Granite of any colour and shade |
80 | Area of slab upto 0.50 sqm |
81 | Area of slab over 0.50 sqm |
82 | Providing edge moulding to 18 mm 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. |
83 | Marble work |
84 | Granite work |
85 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
86 | Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). |
87 | Red sand stone - 30mm thick gang saw cut stone |
88 | 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: |
89 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
90 | Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) |
91 | On one side only |
92 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of doorshutter to be measured). |
93 | 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) |
94 | Second class teak wood |
95 | 35 mm thick shutters |
96 | 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 : |
97 | Second class teak wood |
98 | 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. |
99 | Fixed to steel windows by welding |
100 | Fixed to openings /wooden frames with rawl plugs screws etc |
101 | 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 upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
102 | 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 upto 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. |
103 | Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : |
104 | 300 mm weighing not less than 330 gms |
105 | 250 mm weighing not less than 280 gms |
106 | 200 mm weighing not less than 240 gms |
107 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metalsash 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. |
108 | 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) |
109 | 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 of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
110 | 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) |
111 | 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. |
112 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
113 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
114 | 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. |
115 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
116 | Providing and fixing ball bearing for rolling shutters. |
117 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
118 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer |
119 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. |
120 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
121 | 40 mm wide and 4 mm thick |
122 | Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : |
123 | Light shade pigment using white cement |
124 | Ordinary cement without any pigment |
125 | Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. |
126 | 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). |
127 | Dark shade pigment using ordinary cement |
128 | Ordinary cement without any pigment |
129 | Extra for pre finished nosing to treads of steps of marble stone. |
130 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. |
131 | 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) : |
132 | 25 mm thick |
133 | 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. |
134 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
135 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. |
136 | 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),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
137 | Size of Tile 600x600 mm |
138 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
139 | In 75x75 mm deep chase |
140 | Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand). Stone ware spout |
141 | 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, (i) Single socketed pipes. |
142 | 75 mm diameter |
143 | 110 mm diameter |
144 | 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. |
145 | Single tee without door |
146 | 75x75x75 mm |
147 | Bend 87.5° |
148 | 75 mm bend |
149 | 110 mm bend |
150 | Shoe (Plain) |
151 | 110 mm Shoe |
152 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 75 mm |
153 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 110 mm |
154 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
155 | 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 grams per sqm 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 during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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 |
156 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, 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 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with alvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of allsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge .GI Metal CeilingLay in plain Tegular edgeGlobal white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made ofG 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. (refer to DSR 12.52 for complete specifications.) |
157 | 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. |
158 | 12 mm cement plaster of mix : |
159 | 1:4 (1 cement: 4 coarse sand) |
160 | 1:6 (1 cement: 6 coarse sand) |
161 | 6 mm cement plaster of mix : |
162 | 1:3 (1 cement : 3 fine sand) |
163 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. |
164 | Neat cement punning. |
165 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
166 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
167 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : |
168 | Raised and cut pointing |
169 | White washing with lime to give an even shade : |
170 | New work (three or more coats) |
171 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
172 | New work (two or more coats) over and including water thinnable priming coat with cement primer |
173 | Finishing walls with water proofing cement paint of required shade : |
174 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
175 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
176 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
177 | Applying priming coat: |
178 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
179 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
180 | Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work: |
181 | 100 mm diameter pipes |
182 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade |
183 | Two or more coats on new work |
184 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
185 | Two or more coats on new work |
186 | French spirit polishing |
187 | Two or more coats on new works including a coat of wood filler |
188 | Lettering with black Japan paint of approved brand and manufacture |
189 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
190 | 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. |
191 | Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work : |
192 | 75 mm diameter pipes |
193 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
194 | One or more coats on old work |
195 | French spirit polishing : |
196 | One or more coats on old work |
197 | Repairs to plaster of thickness 12 mm to 20 mm 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, all complete as per direction of Engineer-in-Charge. |
198 | With cement mortar 1:4 (1cement: 4 coarse sand) |
199 | 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, all complete as per direction of Engineer-in-Charge. |
200 | Door chowkhats |
201 | Window chowkhats |
202 | Clerestory window chowkhats |
203 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
204 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
205 | Refixing old glass panes with putty and nails |
206 | Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. |
207 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
208 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account (Quaterly Cleaning 185000x4) |
209 | 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. |
210 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
211 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consistfollowing operations:(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and otherdeposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge.(quaterly Cleaning 2132x40) |
212 | Disconnecting damaged overhead/terrace PVC water storage tankof any sizefrom water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. |
213 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
214 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
215 | 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. |
216 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge. |
217 | 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. |
218 | In cement mortar |
219 | Demolishing stone rubble masonry 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 : |
220 | In cement mortar |
221 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
222 | Of area 3 sq. metres and below |
223 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : |
224 | Of area 3 sq. metres and below |
225 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
226 | For thickness of tiles 10 mm to 25 mm |
227 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
228 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
229 | 75 to 80 mm dia pipe |
230 | 100 mm dia pipe |
231 | Dense Graded Bituminous Macadam |
232 | 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 : |
233 | 15 mm to 40 mm nominal bore |
234 | Above 40 mm nominal bore |
235 | 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. |
236 | 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. |
237 | 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. |
238 | With G.I. barbed wire |
239 | 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 upto 10 mm dia. etc. complete. |
240 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. |
241 | Using grade ‘A’ sealing compound. |
242 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
243 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
244 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
245 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
246 | 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, 40 mm flush bend, 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 : |
247 | W.C. pan with ISI marked white solid plastic seat and lid |
248 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm 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 : |
249 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
250 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern |
251 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
252 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
253 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
254 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
255 | Kitchen sink without drain board |
256 | 610x510 mm bowl depth 200 mm |
257 | 470x420 mm bowl depth 178 mm |
258 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
259 | Size 450x300x150 mm |
260 | Size 600x450x200 mm |
261 | Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet : |
262 | 250x125x25 mm |
263 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
264 | 10 litre capacity - White |
265 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
266 | Flexible pipe |
267 | 32 mm dia |
268 | 40 mm dia |
269 | Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. |
270 | Providing and fixing soil, waste and vent pipes : |
271 | 100 mm dia |
272 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
273 | 75 mm diameter : |
274 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
275 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
276 | 100 mm dia |
277 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
278 | 75 mm dia |
279 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
280 | Providing and fixing plain bend of required degree. |
281 | 75 mm dia |
282 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
283 | Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : |
284 | 100x100x100x100 mm |
285 | Sand cast iron S&S as per IS - 1729 |
286 | 75x75x75x75 mm |
287 | Sand cast iron S&S as per IS - 1729 |
288 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
289 | 100x100x100 mm |
290 | Sand cast iron S&S as per IS - 1729 |
291 | 75x75x75 mm |
292 | Sand cast iron S&S as per IS - 1729 |
293 | 100 mm |
294 | 75 mm |
295 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
296 | 100 mm inlet and 75 mm outlet |
297 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
298 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (External work) |
299 | 15 mm nominal outer dia Pipes |
300 | 20 mm nominal outer dia Pipes |
301 | 25 mm nominal outer dia Pipes |
302 | 40 mm nominal outer dia Pipes |
303 | 50 mm nominal outer dia Pipes |
304 | 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 |
305 | 15 mm dia nominal bore |
306 | 20 mm dia nominal bore |
307 | 25 mm dia nominal bore |
308 | 32 mm dia nominal bore |
309 | 40 mm dia nominal bore |
310 | 50 mm dia nominal bore |
311 | 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 : |
312 | 15 mm dia nominal bore |
313 | 20 mm dia nominal bore |
314 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
315 | 15 mm dia nominal bore |
316 | 20 mm dia nominal bore |
317 | 25 mm dia nominal bore |
318 | 32 mm dia nominal bore |
319 | 40 mm dia nominal bore |
320 | 50 mm dia nominal bore |
321 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : |
322 | 25 mm nominal bore |
323 | 32mmnominal bore |
324 | 40mmnominal bore |
325 | 50mmnominal bore |
326 | 65mmnominal bore |
327 | Anodised Aluminium hanging type door stopper |
328 | Oxidised mild steel tower bolt (barrel type) 250x10 mm |
329 | Oxidised mild steel sliding door bolt 300x16 mm |
330 | Oxidised mild steel sliding door bolt 250x16 mm |
331 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
332 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
333 | 150 mm diameter |
334 | 200 mm diameter |
335 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
336 | 150 mm diameter S.W. pipe |
337 | 200 mm diameter S.W. pipe |
338 | 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: |
339 | 150 x 100 mm size P type |
340 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
341 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : |
342 | 150 mm diameter |
343 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10Square shape 450 mm internal dimension |
344 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 500 mm internal diameter |
345 | 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, panelingand dash fasteners to be paid for separately) : |
346 | For fixed portion |
347 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
348 | 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) |
349 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
350 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
351 | 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. |
352 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
353 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consistfollowing operations:(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and otherdeposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge.(quaterly Cleaning 2132x40) |
354 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and makingSUB HEAD : 19.0 DRAINAGE 364 Code Description Unit Rate No. channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
355 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : |
356 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
357 | Providing and fixing brass bib cock of approved quality : (20 mm nominal bore) |
358 | Providing and fixing brass stop cock of approved quality : (20 mm nominal bore) |
359 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
360 | Providing and fixing 8 mm 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. |
361 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (125 mm) |
362 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
363 | 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). |
364 | 25 mm average thickness in 2 layers. |
365 | 50 mm average thickness in 3 layers |
366 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
367 | Bars upto 12 mm diameter |
368 | Bars above 12 mm diameter |
369 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
370 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
371 | 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. |
372 | Upto 5mm depth and 5 mm width |
373 | 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 upto 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. |
374 | With stainless steel cover plate minimum 1.25 mm thickness |
375 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (External work) |
376 | 15 mm nominal outer dia Pipes |
377 | 20 mm nominal outer dia Pipes |
378 | 25 mm nominal outer dia Pipes |
379 | 40 mm nominal outer dia Pipes |
380 | 50 mm nominal outer dia Pipes |
381 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. |
382 | 125 mm |
383 | 100mm |
384 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
385 | 20mm |
386 | 25mm nominal bore |
387 | 32mmnominal bore |
388 | 40mmnominal bore |
389 | 50mmnominal bore |
390 | 65mmnominal bore |
391 | SUPPLY OF MATERIALS |
392 | Gunmetal non-return valve - vertical (screwed end) 80 mm dia |
393 | CI Grating 150x150mm |
394 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 25mm dia: |
395 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 32 mm dia: |
396 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 40 mm dia: |
397 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 50 mm dia: |
398 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 65 mm dia: |
399 | Supply of brass way valve with C.I. wheel of approved quality (screwed end) 80 mm dia: |
400 | Supply of CP Brass bib cock 15mm dia |
401 | Supply of CP Brass long body bib cock 15mm dia |
402 | Supply of CP Brass stop cock 15mm dia |
403 | Supply of C.P. Brass angle valve 15 mm |
404 | Anodised Aluminium hanging type door stopper |
405 | Oxidised mild steel tower bolt (barrel type) 250x10 mm |
406 | Oxidised mild steel sliding door bolt 300x16 mm |
407 | Oxidised mild steel sliding door bolt 250x16 mm |
408 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
409 | Holes 60 cm dia, and 60 cm deep |
410 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
411 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
412 | Mineral fibre beveled tegular edged ceiling tiles 595 x595mm,16 mm thick |
413 | GI Metal Tile Lay-in Plain Tegular edge global white color tiles of Size 595x595 mm and 0.5 mm thick |
414 | GI Metal Tile Lay-in Plain Tegular edge global white color tiles of Size 595x595 mm and 0.5 mm thick |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail