Housing Urban and Rular Development Government Departments Closing in 0 days TDR #36640683

Tender For Augmentation Of Dc Office At Bomdila In West Kameng District ( Phase-I), ( Package-I : Dismantling Of Existing Structure, Site Development, Construction Of Rcc Building G+3 With Plint Area Of 2535.00 Sqm Including Water Supply, Sanitary Install

Issued by Government Departments · bomdila, Arunachal Pradesh
Tender Value
9.78 Crore
Estimated cost
Bid Submission
20 Mar 2023
0 days left
EMD
9.78 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
bomdila → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Augmentation Of Dc Office At Bomdila In West Kameng District ( Phase-I ) , ( Package-I : Dismantling Of Existing Structure, Site Development, Construction Of Rcc Building G+3 With Plint Area Of 2535.00 Sqm Including Water Supply, Sanitary Installament, Electrification And Rcc Retaining Wall ) .

BOQ

Name of Work: Augmentation of DC Office at Bomdila in West Kameng District ( Phase-I), ( Package-I : Dismantling of existing structure, site development, construction of RCC Building G+3 with plint area of 2535.00 sqm including water supply, sanitary installament, electrification and RCC retaining wall ).
Sl. No. Item Description
1SH: Foundation
2Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 mExcavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
3Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
4Carrige of excavated earth including Loading and Unloading complete.
5(SH:-Dismantling of existing buildings)
6Dismantling of HT/SP Type building by manual means and stacting of usefull materials at site of work and disposal of garbage towards Dirang road complete
7(SH:- Building)
8SH :- EARTH WORK
9Earth 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.
10Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
11Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
12Dry Rubble Flooring.
13Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in a) Foundations and plinth.
14Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement :2 coarse sand : 4 stone aggregate 20 mm nominal size).
15SH :-RCC WORK
16Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :1 : 1: 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
17Reinforced 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 exceeding6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
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 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
19Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
20Reinforced 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 : 1 :2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size).
21Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1: 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
22Extra for all RCC work above floor two level excluding cost of reinforcement.(In 2nd Floor)(1% of the rate ofRCC work from plinth to first floor level)(Unit= per floor per Cum)
23Reinforced 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 exceeding6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
24Reinforced 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 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
25Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
26Reinforced 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 : 1 :2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size).
27Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1: 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
28Extra for all RCC work above floor two level excluding cost of reinforcement.( In Third Floor)(2% of the rate ofRCC work from plinth to first floor level)(Unit= per floor per Cum)
29Reinforced 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 exceeding6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
30Reinforced 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 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
31Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
32Reinforced 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 : 1 :2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size).
33Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1: 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
34Extra for all RCC work above floor two level excluding cost of reinforcement.( Above Third Floor)(3% of the rate ofRCC work from plinth to first floor level)(Unit= per floor per Cum)
35Reinforced 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 exceeding6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
36Reinforced 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 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
37Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
38Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1: 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
39Centring and shuttering including strutting, propping etc and removal of form work for :
40a)Foundation, footings, bases of columns etc. and mass concrete.
41b Column, pillars, posts and struts etc.
42c) Lintels, beams, girders, bressumers and cantilevers etc.
43d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
44e) Stairs (excluding landings) except spiral stair cases.
45f)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
46Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT Steel
47Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
48Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
49Extra for half brick masonry in superstructure above plinth level and up to floor two level.
50SH :- WOOD WORK
51Providing 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.
52Providing 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
53Providing and fixing aluminium sliding door bolts anodised transparent or dyed to required colour or shade with nuts and screws etc complete.a) 300 x 16 mm
54Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.
55300x10mm
56150x10mm
57Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
58a) 125 mm
59b) 100 mm
60Providing and fixing hyraulic door closer with necessary screws etc complete.
61Providing and fixing door Latch with necessary screws etc complete.
62Providing 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).
63Providing 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.
64SH :- STEEL WORK
65Steel 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 (welding to be paid separately).
66Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
67SH :- FLOORING
68White 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.
69Providing and laying vetrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS:15622, of approved make in all colours and shapes, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand), i/c grouting the joints with white cement and matching pigment etc., complete (a) size of tile 1000X1000mm.
70Marble stone flooring 18mm thickmarble over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement
71Extra for Marble stone flooring for treads of steps not exceeding 300mm width.
72Extra for nosing in marble stone for treads.
73Providing and fixing 18mm thick mirror polished, machine cut black granite stone for kitchen platform, varity counters faciass and similar locations of requiredd size of approved shade, colour and texture laid over 20mm thick base cement mortae 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigments, epoxy touch ups, including rubbing, curing etc.. complete at all levels.
74SH :- ROOFING
75Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.a)0.63 mm thick GI sheet
76Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. a) 0.63 mm thick GI sheet
77Providing and fixing false ceiling with frame complete of standard quality, design and specification.
78Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).a) 100 mm diameter pipe
79Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc.a) 100 mm diameter
80SH :- FINISHING
8112 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
82Providing and applying cement putty of 20mm thickness over plastered surface to prepare the surface even and smooth complete.
83Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
84Applying one coat of cement primer of approved brand and manufacture on wall surface.
85Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
86Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
87Painting 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.
88Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
89Painting 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.
90SH :- MISCELLANEOUS
91Making 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.
92SH :- DRAIN
93Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
94Providing 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
95Providing 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.a) 100 mm dia SW pipes
96Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.i) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg), cement concrete 1 : 4 : 8.
97SH:- WATER SUPPLY
98Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
99a) 15 mm nominal bore
100b)20mm nominal bore
101Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).c) 25 mm nominal bore
102Providing and fixing CP bib cock of approved quality.a)15 mm nominal bore
103Providing and fixing CP anglecock of approved quality.a)15 mm nominal bore
104Providing and fixing non-return valve of approved quality.25 mm nominal bore
105Providing and fixing brass stop cock of approved quality.
10615 mm nominal bore
10720 mm nominal bore
10825 mm nominal bore
109Providing and fixing ball valve (brass) of approved quality complete.High pressue with copper floats20 mm nominal bore
110Providing and supply of PVC water Tank as per ISI approved brand.
111SH:- SANITARY INSTALLATION
112Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.WC pan with white plastic seat and lid.
113Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.a)Wash basin size 460x460x805 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
114Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) Nokia SS sink size 24\"\"x18\"\"x7\"\"
115Providing and fixing CP towel rail of approved quality.a)15 mm nominal bore
116Providing and fixing sand cast iron cast/iron (spun) soil, waste and vent pipes.a) 100 mm dia
117Providing and fixing sand cast iron heel rest sanitary bend.a) 100 mm dia
118Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 x 100 x 100 mm
119Providing 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
120Providing and fixing sand cast iron Cowl.a) 100 mm dia
121Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
122Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws.
123Providing and fixingCP brass soap dish complete, fixed to wooden cleadts with CP brass screws.
124Providing and fixingCP brass toilet paper holder complete, fixed to wooden cleadts with CP brass screws.
125Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).750 x 20 mm size
126SH:- LOCAL ARCHITECTURAL DESIGN & PAINTING
127Local Architectural Design chajja - Pema-Sorja
128Local Architectural Design at column - beam junction - Gallan
129SH:- Septic Tank
130Earth work
131Earth 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.
132Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
133CONCRETE WORK: -
134Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in a) Foundations and plinth.a) Foundations and plinth
135Providing and laying cement concrete 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
136RCC WORK: -
137Reinforced 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 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
138Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
139Centring and shuttering including strutting, propping etc and removal of form work for :
140b) Lintels, beams, girders, bressumers and cantilevers etc.
141c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
142Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT Steel
143BRICK WORK: -
144Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
145CEMENT PLASTER :-
14612 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
147Neat cement punning.
148SANITARY WORKS:-
149Providing and fixing CI manhole cover600x450 mm size
150( SH :- Under Ground Water Tank - 3 Nos)
151EARTH WORK: -
152Earth 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.
153Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
154CONCRETE WORK: -
155Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in a) Foundations and plinth.a) Foundations and plinth
156Providing and laying cement concrete 1 : 1 : 2 (1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
157RCC WORK: -
158Reinforced 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 : 1 : 2(1 cement : 1 coarse sand : 2 stone aggregate 20 mm nominal size) M25.
159Centring and shuttering including strutting, propping etc and removal of form work for :c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
160Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT Steel
161BRICK WORK: -
162Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
163CEMENT PLASTER :-
16412 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
165Neat cement punning.
166SANITARY WORKS:-
167Providing and fixing CI manhole cover600x450 mm size
168Internal Electrification
169A)SUB-HEAD-I- WIRING IN STEEL AND PVC CONDUIT
170Wiringforlightpoint/fanpoint/exhaustfanpoint/callbell pointwith1.5sq.mmFRLSPVCinsulatedcopperconductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box andearthingthepointwith1.5sq.mmFRLSPVCinsulatedcopper conductor single core cable etc. as required.
171Group A
172Group B
173Group C
174Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessedsteelconduitalongwith1No.4sq.mmFRLSPVC insulated copperconductorsingle corecable forloop earthing as required.
175Wiring for light/ power plug with 4X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessedsteelconduitalongwith2Nos.4sq.mmFRLSPVC insulated copperconductorsingle corecable forloop earthing as required.
176Wiring for circuit/ submain wiring alongwith earth wire with thefollowingsizesofFRLSPVCinsulatedcopperconductor,single core cable in surface/ recessed steel conduit as required.
1772 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
1782 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
1792 X 4 sq. mm + 1 X 4 sq. mm earth wire
1804 X 16 sq. mm + 2 X 6 sq. mm earth wire
181Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
182Supplying and fixing following piano type switch/ socket on the
1835/6 amps switch
1842 way 5/6 A switch
18515/16 A switch
186Telephone socket outlet
187Bell push
188Supplying and fixing brass batten/ angle holder including connection etc. as required.
189Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connectionsetc. as required.
190Installationofexhaustfanintheexistingopening,including makinggoodthedamage,connection,testing,commissioning etc. as required.
191Upto 450 mm sweep
192B)SUB-HEAD-II-MCCB, MCB & DB’S
193Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fusesincludingdrillingholes in cubicle panel, making connections, etc. as required.
19463 ATP&N
195100 ATP&N
196Providing and fixing following rating and breaking capacityandpoleMCCBwiththermomagneticreleaseandterminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
197100 A, 16 KA,TPMCCB
198Supplyingandfixingfollowingway,singlepoleandneutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, completewithtinnedcopperbusbar,neutralbusbar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
1996 way , Double door
2008 way , Double door
20112 way , Double door
20216 way, Double door
203Supplyingandfixing5Ato32A rating, 240/415V, 10kA,\"C\" curve,miniaturecircuitbreakersuitableforinductiveloadof followingpolesintheexistingMCB DBcompletewith connections, testing and commissioning etc. as required.
204Single pole
205Supplying and fixing following rating, double pole, 240 V, isolatorintheexistingMCBDBcompletewithconnections, testing and commissioning etc. as required.
20640 A
20763 A
208SUB-HEAD-III (FITTINGS & ACCESSORIES)
209Supplying/Fixing of call bell (Ding Dong) suitable for AC single phase supply, 230V complete as reqd.
210Supplying/Fixing, testing and commissioning of Pre-wired 4\" 20 Watt LED Tube light fitting complete.
211Supplying/Fixing of fancy wall bracket
212Provd. And fixing of special type 12 Watt LED Bulb
213Pvdg. And fixing call bell indicator 8 way, complete with sheet metal cover with indicator lamp as reqd.
214Pvdg. And fixing special 100 Watt LEDsecurity light
215Supplying & Installation testing and commissioning of exhaust fanetc.as reqd.
216Supplying And fixing of 25 lit. Gyser
217SUB-HEAD-IV (SERVICE CONNECTION)
218PVC Insulated and PVC Sheathed Aluminium Conductor Steel Armoured U.G.Cable of 1.1KV grade confirming to IS : 1554 (Pt-I) / 1976 as amended up to date of following sizes:-A)3½ x 400 mm²
219SUB-HEAD -V - EAR T H I N G
220Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia. includingaccessories,andprovidingmasonryenclosurewith cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
221Earthingwithcopperearthplate600mmX600mmX3mm thickincludingaccessories,andprovidingmasonryenclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
222Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipefromearthelectrodeincludingconnectionwithbrassnut, bolt, spring, washer excavation and re-filling etc. as required.
223Providing and fixing4.00mm dia copper wireon surface orin recessforloopearthingalongwithexistingsurface/recessed conduit/ submain wiring/ cable as required.
224(SH:-Construction of RCCR/Wall 4.00m height, L=40.00m)
225Earth 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.
226Providing 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.
227Centring and shuttering including strutting, propping etc and removal of form work for :
228(a) Foundation, footings, bases of columns etc. and mass concrete.
229(b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
230Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
231Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
232Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
233Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A)Granular material
234Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

AI Tender Summary

OUR REF NO 36640683
AUTHORITY Government Departments
TENDER VALUE 9.78 Crore
LAST DATE 20-03-2023
Authority
Authority Name Public Works Department
Work Description Augmentation Of Dc Office At Bomdila In West Kameng District ( Phase-I ) , ( Package-I : Dismantling Of Existing Structure, Site Development, Construction Of Rcc Building G+3 With Plint Area Of 2535.00 Sqm Including Water Supply, Sanitary Installament, Electrification And Rcc Retaining Wall ) .
Basic Detail
Tender No BDL/T and A-17/2022-23/163
Bidding Type Tender
Location
City bomdila
State Arunachal Pradesh
Key Dates
Publish Date 06 Mar 2023
Submission Date 20 Mar 2023
Open Date 20 Mar 2023
Finance
Tender Value 9.78 Crore
Tender Fee 5000
EMD 9.78 Lakhs
Exemption Not Available
Document List
ababcdc6-10bc-40c2-bd70-7a10ec8685db.html
Tendernotice_2.pdf
BOQ_1271.xls
TechnicalDocuments.pdf
Tendernotice_1.pdf

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Tender Timeline

Mar 06, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 20, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 20, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

ababcdc6-10bc-40c2-bd70-7a10ec8685db.html

pdf

Tendernotice_2.pdf

xls

BOQ_1271.xls

pdf

TechnicalDocuments.pdf

pdf

Tendernotice_1.pdf

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