Public Works Department-PWD has published Construction Of Type-I (3 Nos), Type-Ii (4 Nos), Type-Iv (1 Nos) And Type-Vi (1 Nos) At Se Pwd Sagalee Circle, Bobia. Submission Date for this Tender is 27-12-2023. Civil Work Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | SH:- C/o Ty-II-4 Unit (Double Unit & Double Storied) |
2 | DEVELOPMENT OF SITE |
3 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift of 50 m b) Hard Soil |
4 | Clearing jungle including uprooting of rank vegetation, grass, cane and bamboo roots or clumps, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1.22 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
5 | SH: EARTH WORK |
6 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
7 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
8 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
9 | SH: CONCRETE WORK |
10 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
11 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
12 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size). |
13 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
14 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
15 | SH: RCC WORK |
16 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
17 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
18 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
19 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement:2 coarse sand : 4 stone shingle 20 mm nominal size). |
20 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
21 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
22 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 fine sand : 4 stone shingle 12.5 mm nominal size). |
23 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
24 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
25 | e) Column, pillars, posts and struts etc. |
26 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
27 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
28 | f) Stairs (excluding landings) except spiral stair cases. |
29 | g) Vertical and horizontal fins individually or forming box louvers bands and facias. |
30 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
31 | SH: BRICK WORK |
32 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
33 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
34 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
35 | Extra for half brick masonry in superstructure above plinth level up to floor two level. |
36 | SH : V : WOOD WORK |
37 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
38 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I |
39 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
40 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
41 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. a) Ornamental grill. |
42 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm |
43 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. a) 250 x 10 mm |
44 | c) 200 x 10 mm |
45 | Providing and fixing MS handles with necessary screws etc complete. a) 125 mm |
46 | b) 100 mm |
47 | SH: STEEL WORK |
48 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
49 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
50 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete |
51 | SH: FLOORING WORK |
52 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
53 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 75 mm thick |
54 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor.A) 18 mm thick |
55 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
56 | SH: ROOFING WORK |
57 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) shee troofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for179.655Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as per manufacturer"s specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm b) 0.63 mm thick GI sheet |
58 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer"s specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m b) 0.63 mm thick GI sheet |
59 | Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with ecessary nails etc. complete (frame work to be paid separately). |
60 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. b) Local soft wood |
61 | SH: FINISHING WORK |
62 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) |
63 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
64 | Neat cement punning. |
65 | Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. |
66 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
67 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
68 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
69 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
70 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
71 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
72 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
73 | SH: DRAIN WORK |
74 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
75 | Providing laying and jointing glazed stone ware pipe grade "A" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100 mm dia SW pipes |
76 | b) 150 mm dia SW pipes |
77 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. b) 150 mm dia SW pipes |
78 | c) 200 mm dia SW pipes |
79 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
80 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
81 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (External work). a) 15 mm nominal bore |
82 | b) 20 mm nominal bore |
83 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
84 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore |
85 | b) 20 mm nominal bore |
86 | SH : SANITARY INSTALLATION |
87 | Providing and fixing white vitreous china water closet squatting pan size 580 mm size. a) Long pan Pattern WC Pan |
88 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia |
89 | b) 75 mm dia |
90 | Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia |
91 | b) 75 mm dia |
92 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. a) 100 mm inlet and 100 mm outlet |
93 | SH : MISCELLANEOUS |
94 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
95 | SH :ELECTRIFICATION |
96 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
97 | Group B |
98 | Group C |
99 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
100 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. i)2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
101 | ii)2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
102 | iii)2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
103 | iv)4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
104 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required i)5/6 A switch |
105 | ii)15/16 A switch |
106 | iii)3 pin 5/6 A socket outlet |
107 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
108 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
109 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) i)4 way (4 + 12), Double door |
110 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
111 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
112 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I pipe from earth electrode including connection with brass nut pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
113 | SH : FURNITURE ITEMS (YARDSTICK) |
114 | Wooden Cot (3"x6") |
115 | Cane Chair |
116 | Meat safe |
117 | writing table |
118 | wooden Armed Chair |
119 | water filter(10ltr Capacity) |
120 | SH :Septic Tank |
121 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into sides of plinth, sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of50m. |
122 | Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in (a) Foundations and plinth |
123 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
124 | Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
125 | Reinforcement of RCC work including bending, binding and placing in position complete (b) Tar/TMT steel. |
126 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
127 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement (a) 40 mm thick. |
128 | Extra rate for concrete for using 10 mm (nominal size) stone shingle, instead of 20 mm nominal size stone shingle. |
129 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. 75 mm dia |
130 | Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge. |
131 | Providing and fixing of 100 mm S.W/C.I.Tee in position as per direction of Engineer-in-Charge. |
132 | Providing and fixing of 100 mm S.W Pipe in position as per direction of Engineer-in-Charge. |
133 | SH:- C/O Ty-III-4 Unit (Double Unit & Double Storied) |
134 | DEVELOPMENT OF SITE |
135 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift of 50 m b) Hard Soil |
136 | Clearing jungle including uprooting of rank vegetation, grass, cane and bamboo roots or clumps, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1.22 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
137 | SH: EARTH WORK |
138 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
139 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
140 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
141 | SH: CONCRETE WORK |
142 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
143 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
144 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size). |
145 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
146 | SH: RCC WORK |
147 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
148 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
149 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
150 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement:2 coarse sand : 4 stone shingle 20 mm nominal size). |
151 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
152 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
153 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 fine sand : 4 stone shingle 12.5 mm nominal size). |
154 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
155 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
156 | e) Column, pillars, posts and struts etc. |
157 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
158 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
159 | f) Stairs (excluding landings) except spiral stair cases. |
160 | g)Vertical and horizontal fins individually or forming box louvers bands and facias. |
161 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
162 | SH: BRICK WORK |
163 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
164 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
165 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
166 | Extra for half brick masonry in superstructure above plinth level up to floor two level. |
167 | SH: WOOD WORK |
168 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
169 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I |
170 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
171 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
172 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. a) Ornamental grill. |
173 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm |
174 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. a) 250 x 10 mm |
175 | c) 200 x 10 mm |
176 | Providing and fixing MS handles with necessary screws etc complete. a) 125 mm |
177 | b) 100 mm |
178 | SH: STEEL WORK |
179 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
180 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
181 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete |
182 | SH: FLOORING WORK |
183 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
184 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 75 mm thick |
185 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor.A) 18 mm thick |
186 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
187 | SH: ROOFING WORK |
188 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) shee troofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for179.655Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as per manufacturer"s specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm b) 0.63 mm thick GI sheet |
189 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer"s specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m b) 0.63 mm thick GI sheet |
190 | Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with ecessary nails etc. complete (frame work to be paid separately). |
191 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. b) Local soft wood |
192 | SH: FINISHING WORK |
193 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) |
194 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
195 | Neat cement punning. |
196 | Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. |
197 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
198 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
199 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
200 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
201 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
202 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
203 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
204 | SH: DRAIN WORK |
205 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
206 | Providing laying and jointing glazed stone ware pipe grade "A" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100 mm dia SW pipes |
207 | b) 150 mm dia SW pipes |
208 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. b) 150 mm dia SW pipes |
209 | c) 200 mm dia SW pipes |
210 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
211 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
212 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (External work). a) 15 mm nominal bore |
213 | b) 20 mm nominal bore |
214 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
215 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore |
216 | b) 20 mm nominal bore |
217 | SH : SANITARY INSTALLATION |
218 | Providing and fixing white vitreous china water closet squatting pan size 580 mm size. a) Long pan Pattern WC Pan |
219 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia |
220 | b) 75 mm dia |
221 | Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia |
222 | b) 75 mm dia |
223 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. a) 100 mm inlet and 100 mm outlet |
224 | SH : MISCELLANEOUS |
225 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
226 | SH :ELECTRIFICATION |
227 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
228 | Group B |
229 | Group C |
230 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
231 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. i)2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
232 | ii)2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
233 | iii)2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
234 | iv)4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
235 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required i)5/6 A switch |
236 | ii)15/16 A switch |
237 | iii)3 pin 5/6 A socket outlet |
238 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
239 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
240 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) i)4 way (4 + 12), Double door |
241 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
242 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
243 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I pipe from earth electrode including connection with brass nut pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
244 | SH : FURNITURE ITEMS (YARDSTICK) |
245 | Wooden Cot (3"x6") |
246 | Cane Chair |
247 | Centre table |
248 | writing table |
249 | Dining table(5" x 3") |
250 | Dining Chair |
251 | wooden Armed Chair |
252 | Meat safe |
253 | writing table |
254 | water filter(10ltr Capacity) |
255 | SH :Septic Tank |
256 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into sides of plinth, sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of50m. |
257 | Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in (a) Foundations and plinth |
258 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
259 | Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
260 | Reinforcement of RCC work including bending, binding and placing in position complete (b) Tar/TMT steel. |
261 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
262 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement (a) 40 mm thick. |
263 | Extra rate for concrete for using 10 mm (nominal size) stone shingle, instead of 20 mm nominal size stone shingle. |
264 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. 75 mm dia |
265 | Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge. |
266 | Providing and fixing of 100 mm S.W/C.I.Tee in position as per direction of Engineer-in-Charge. |
267 | Providing and fixing of 100 mm S.W Pipe in position as per direction of Engineer-in-Charge. |
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