}

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, Papum Pare-Arunachal Pradesh

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.




Tender Notice

41238614
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
Open Tender
Indian
Arunachal Pradesh
Papum Pare
27-12-2023

Tender Details

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

Key Value

Document Fees
INR 2000 /-
EMD
INR 198000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:C/o Type-I (3 nos), Type-II (4 nos), Type-IV (1 nos) and Type-VI (1nos) at SE PWD Sagalee Circle, Bobia
Sl. No. Item Description
1SH:- C/o Ty-II-4 Unit (Double Unit & Double Storied)
2DEVELOPMENT OF SITE
3Earth 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
4Clearing 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.
5SH: EARTH WORK
6Earth 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.
7Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
8Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
9SH: CONCRETE WORK
10Providing 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.
11Providing 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
12Providing 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).
13Applying 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.
14Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.
15SH: RCC WORK
16Reinforced 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).
17Reinforcement 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).
18Reinforced 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).
19Reinforced 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).
20Reinforced 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).
21Reinforced 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).
22Reinforced 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).
23Reinforced 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).
24Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
25e) Column, pillars, posts and struts etc.
26d) Lintels, beams, girders, bressumers and cantilevers etc.
27c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
28f) Stairs (excluding landings) except spiral stair cases.
29g) Vertical and horizontal fins individually or forming box louvers bands and facias.
30Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
31SH: BRICK WORK
32Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
33Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
34Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
35Extra for half brick masonry in superstructure above plinth level up to floor two level.
36SH : V : WOOD WORK
37Providing 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.
38Providing 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
39Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
40Providing 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).
41Providing 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.
42Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm
43Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. a) 250 x 10 mm
44c) 200 x 10 mm
45Providing and fixing MS handles with necessary screws etc complete. a) 125 mm
46b) 100 mm
47SH: STEEL WORK
48Providing and fixing MS round holding down bolts with nuts and washer plates etc complete.
49Providing 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.
50Steel 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
51SH: FLOORING WORK
52Providing 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.
53Cement 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
54Cement 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
55White 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.
56SH: ROOFING WORK
57Providing 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
58Providing 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
59Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with ecessary nails etc. complete (frame work to be paid separately).
60Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. b) Local soft wood
61SH: FINISHING WORK
6212 mm cement plaster 1 : 4 (1 cement : 4 fine sand)
6315 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
64Neat cement punning.
65Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
66Distempering 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.
67Applying one coat of distemper primer of approved brand and manufacture on wall surface.
68Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
69Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
70Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
71Painting 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.
72Painting 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.
73SH: DRAIN WORK
74Construction 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.
75Providing 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
76b) 150 mm dia SW pipes
77Providing 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
78c) 200 mm dia SW pipes
79Construction 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.
80Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore
81Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (External work). a) 15 mm nominal bore
82b) 20 mm nominal bore
83Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
84Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore
85b) 20 mm nominal bore
86SH : SANITARY INSTALLATION
87Providing and fixing white vitreous china water closet squatting pan size 580 mm size. a) Long pan Pattern WC Pan
88Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
89b) 75 mm dia
90Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia
91b) 75 mm dia
92Providing 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
93SH : MISCELLANEOUS
94Making 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.
95SH :ELECTRIFICATION
96Wiring 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
97Group B
98Group C
99Wiring 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.
100Wiring 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
101ii)2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
102iii)2 X 10 sq. mm + 1 X 6 sq. mm earth wire
103iv)4 X 16 sq. mm + 2 X 6 sq. mm earth wire
104Supplying 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
105ii)15/16 A switch
106iii)3 pin 5/6 A socket outlet
107Supplying 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.
108Supplying 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.
109Supplying 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
110Earthing 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.
111Supplying 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)
112Providing 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.
113SH : FURNITURE ITEMS (YARDSTICK)
114Wooden Cot (3"x6")
115Cane Chair
116Meat safe
117writing table
118wooden Armed Chair
119water filter(10ltr Capacity)
120SH :Septic Tank
121Earth 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.
122Providing 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
123Reinforced 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).
124Centring 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.
125Reinforcement of RCC work including bending, binding and placing in position complete (b) Tar/TMT steel.
126Reinforced 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).
127Cement 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.
128Extra rate for concrete for using 10 mm (nominal size) stone shingle, instead of 20 mm nominal size stone shingle.
129Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. 75 mm dia
130Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
131Providing and fixing of 100 mm S.W/C.I.Tee in position as per direction of Engineer-in-Charge.
132Providing and fixing of 100 mm S.W Pipe in position as per direction of Engineer-in-Charge.
133SH:- C/O Ty-III-4 Unit (Double Unit & Double Storied)
134DEVELOPMENT OF SITE
135Earth 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
136Clearing 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.
137SH: EARTH WORK
138Earth 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.
139Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
140Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
141SH: CONCRETE WORK
142Providing 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.
143Providing 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
144Providing 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).
145Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.
146SH: RCC WORK
147Reinforced 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).
148Reinforcement 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).
149Reinforced 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).
150Reinforced 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).
151Reinforced 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).
152Reinforced 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).
153Reinforced 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).
154Reinforced 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).
155Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
156e) Column, pillars, posts and struts etc.
157d) Lintels, beams, girders, bressumers and cantilevers etc.
158c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
159f) Stairs (excluding landings) except spiral stair cases.
160g)Vertical and horizontal fins individually or forming box louvers bands and facias.
161Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
162SH: BRICK WORK
163Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
164Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
165Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
166Extra for half brick masonry in superstructure above plinth level up to floor two level.
167SH: WOOD WORK
168Providing 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.
169Providing 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
170Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
171Providing 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).
172Providing 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.
173Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm
174Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. a) 250 x 10 mm
175c) 200 x 10 mm
176Providing and fixing MS handles with necessary screws etc complete. a) 125 mm
177b) 100 mm
178SH: STEEL WORK
179Providing and fixing MS round holding down bolts with nuts and washer plates etc complete.
180Providing 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.
181Steel 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
182SH: FLOORING WORK
183Providing 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.
184Cement 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
185Cement 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
186White 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.
187SH: ROOFING WORK
188Providing 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
189Providing 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
190Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with ecessary nails etc. complete (frame work to be paid separately).
191Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. b) Local soft wood
192SH: FINISHING WORK
19312 mm cement plaster 1 : 4 (1 cement : 4 fine sand)
19415 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
195Neat cement punning.
196Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
197Distempering 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.
198Applying one coat of distemper primer of approved brand and manufacture on wall surface.
199Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
200Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
201Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
202Painting 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.
203Painting 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.
204SH: DRAIN WORK
205Construction 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.
206Providing 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
207b) 150 mm dia SW pipes
208Providing 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
209c) 200 mm dia SW pipes
210Construction 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.
211Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore
212Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (External work). a) 15 mm nominal bore
213b) 20 mm nominal bore
214Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
215Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore
216b) 20 mm nominal bore
217SH : SANITARY INSTALLATION
218Providing and fixing white vitreous china water closet squatting pan size 580 mm size. a) Long pan Pattern WC Pan
219Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
220b) 75 mm dia
221Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia
222b) 75 mm dia
223Providing 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
224SH : MISCELLANEOUS
225Making 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.
226SH :ELECTRIFICATION
227Wiring 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
228Group B
229Group C
230Wiring 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.
231Wiring 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
232ii)2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
233iii)2 X 10 sq. mm + 1 X 6 sq. mm earth wire
234iv)4 X 16 sq. mm + 2 X 6 sq. mm earth wire
235Supplying 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
236ii)15/16 A switch
237iii)3 pin 5/6 A socket outlet
238Supplying 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.
239Supplying 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.
240Supplying 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
241Earthing 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.
242Supplying 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)
243Providing 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.
244SH : FURNITURE ITEMS (YARDSTICK)
245Wooden Cot (3"x6")
246Cane Chair
247Centre table
248writing table
249Dining table(5" x 3")
250Dining Chair
251wooden Armed Chair
252Meat safe
253writing table
254water filter(10ltr Capacity)
255SH :Septic Tank
256Earth 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.
257Providing 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
258Reinforced 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).
259Centring 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.
260Reinforcement of RCC work including bending, binding and placing in position complete (b) Tar/TMT steel.
261Reinforced 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).
262Cement 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.
263Extra rate for concrete for using 10 mm (nominal size) stone shingle, instead of 20 mm nominal size stone shingle.
264Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. 75 mm dia
265Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
266Providing and fixing of 100 mm S.W/C.I.Tee in position as per direction of Engineer-in-Charge.
267Providing and fixing of 100 mm S.W Pipe in position as per direction of Engineer-in-Charge.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail