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Tender For Proposed Construction Of Shelter And Livelihood Centre For Widow At Chandel, Manipur., Imphal West-Manipur

Health And Family Welfare Department has published Tender For Proposed Construction Of Shelter And Livelihood Centre For Widow At Chandel, Manipur.. Submission Date for this Tender is 13-01-2023. PEB Tenders in Imphal West Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

35526276
Tender For Proposed Construction Of Shelter And Livelihood Centre For Widow At Chandel, Manipur.
Open Tender
Indian
Manipur
Imphal West
13-01-2023

Tender Details

Proposed Construction Of Shelter And Livelihood Centre For Widow At Chandel, Manipur.

Key Value

Document Fees
INR 25000 /-
EMD
INR 568000.0 /-
Tender Value
INR 2.84 Crore /-

BOQ Items

Name of Work: ProposedConstruction of Shelter & Livelihood Centre for Widow at Chandel, Manipur.
Sl. No. Item Description
1EARTHWORK:
2Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50M(a) All kinds of soil.
3Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m
4Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.
5CEMENT CONCRETE WORKS:
6Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size )
7Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
8RE-INFORCED CEMENT CONCRETE WORKS:
9Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:
10(a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with
12(a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
13Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:
14(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
15STEEL REINFORCEMENT:
16Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete.
17(a) Thermo-Mechanically Treated bars
18FORM WORKS:
19Providing form work i/c centering & shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in:
20a) Foundation footings, bases of columns etc. and mass concrete.
21(b) flat surfaces such as suspended floors, roofs landings and the like (i) floors etc. upto 200 mm in thickness
22(c) (i) Columns, pillars,posts and struts (square, rectanglar or polygon in plan)
23(e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth
24(f) Edges of slabs and breaks in floor walls (i) under 20cm wide.
25(g) staircases with sloping or stepped soffits i/c risers and stringers excluding landing.
26BRICKWORKS:
27Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand)
28Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure.
29WOOD WORKS:
30Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed (a) Local best quality Uningthou.
31Providing and fixing 40mm thick panelled glazed or panelled and glazed shutters for doors,windows and clerestory windowsi/c bright finished or black enamelled M.S. iron butt hinges with necessary screws(a) Tolhao wood.
32P/F 75 x 60 mm moulded hand rails in straight lengths complete in Uningthou wood.
33P/F 75 mm x 60 mm Uningthou caps turned to match the hand rails and mitred in i/c hand rail screws and dowels (dia. of cap to be twice the width of the hand rails 75mm x 60mm).
34Providing and fixingbright finished brass sliding bolts bright finished or/and black enamelled with nuts andscrews etc.complete. (a) 300x16mm
35Providing and fixing bright finished brass Tower bolts (barrel type) with screws etc. complete.(a) 200 x 10mm
36Providing and fixing bright finished brass handles with necessary screws etc. complete. (a) 125mm.
37P/F MS grills of required pattern to wooden frames of window etc. with MS flat at required springs and frames all round bars with round headed bolts & nuts or by screws. (a) Plain grills
38Providing wood work in frames of false ceiling, partition etc. sawn and put up in position. (a) First Class Uningthou wood.
39P/F 20 mm. plank as eaves board with (a) Tolhao/Uchan wood.
40STEEL WORKS:
41Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979).
42Steel work welded in built up sections framed work i/c cutting, hoisting, fixing in position and applying a coat of red lead paints (a) In gratings, framed guard bars, ladders, railing, brackets and similar works.
43FLOORING:
44Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matcing pigments etc., complete.
45(i) Size of Tile 600 x 600mm.(Single charge) (a) Branded
46Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand), including grouting the joint with white cement & matching pigment etc. complete.(i) Size of Tile 600 x 600mm.(Single charge) (a) Branded
4710 mm thick acid and/or alkali tiles in risers of steps , skirting , dado walls and pillars laid on 10 mmthick base of cement mortar 1 : 3 ( 1 cement: 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete
48ROOFING & CEILING:
49Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed…....
50(a) 0.63 mm thick with Zinc coated…..
51Providing and fixing ridges and hips …... and EPDM washer etc. Complete.
52(a) Corrugated serrated adjustable ridges
53Providing and Fixing 18 mm thick Insulating board lining with butt jointing & nail complete ( frame work & cover filets to be measure & paid seperately )
54FINISHING:
5512mm cement plaster 1:4 (1 cement: 4 coarse sand).
5615 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
57Providing and applying plaster of paris putty of 1mm thickness over plastered surface to prepare the surface even and smooth complete.
58Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade.
59Applying one coat of cement primer of approved quality on wall surface.
60Finishing walls with weather shield paint of approved quality on new work(three or more coats) to give an even shade.
61Applying ready mixed priming coat pink primer of approved quality on wood work.
62Painting (two or more coats) with synthetic enamel paint of approved quality of blackor chocolatecolour on wood work to give an even shade.
63(SH:- LD)
64Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,
65All kinds of soil.
66(SH:- Boundary Fencing)
67Earth work in excavation by mechanical means(Hydraulic Excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 metres in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, with in a lead of 50 m .
68Allkind of Soil.
69Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
70Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.
71Thermo- Mechanically Treated bars
72Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in
73(a) Foundation footings, bases of columns etc, and mass concrete.
74(b)Sides or soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.
75(c)Columns, pillars, posts and struts (square, rectangular or polygon in plan).
76Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level:
771:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
78Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with
79(b) 1:1.5:3 ( 1 cement :1.5 c/sand :3 graded stone aggreate 20 mm nominal size )
80Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :
811:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal sizes
822nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)
83Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure.
8412 mmcement plaster 1:4 (1 cement :4 fine sand )
8515 mm cement plaster 1:4 (1cement :4 fine sand )
86Applying one coat of cement primer of approved quality on wall surface.
87Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade.
88Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint.
89In channel, angles & tees.
90Supplying and fixing galvanised steel barbed wire. weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately).
91(SH:- Drain)
92Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (a) Hard/Dense soil.
93Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering
94(a)1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
951:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
96Reinforcement for RCC work in bending, binding and placing in position complete in Tor steel bars.
972nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)
9815 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
99Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift upto 1.5m.
100(SH:- ES)
101Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres
102Construction of granular sub-base by crusher run, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 40
103(SH:- Gate)
104Bored cast-in-situ vertical RCC piles including reinforcement complete as per drawing and technical specifications.
105450 mm diameter piles (M20 grade)
106Earth work in excavation by mechanical means(Hydraulic Excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 metres in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, with in a lead of 50 m .
107Allkind of Soil.
108Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.
109R.C.C. work
110CONCRETE WORK
111Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
112Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications.
113M 25 grade
114RE-INFORCED CEMENT CONCRETE WORK
115Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
1161:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
117Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :
1181:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal sizes
119Reinforced cement concrete work in beamssuspended floors, roofs having slope up to 15 degreee landing,balconies,shelves, chajjas lintels,bands, plain window sills stair cases,and spiral stair cases up to floor five level excluding the cost of centering shuttering, finishing and reinforcement with
1201:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
121Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete.
122TMTbars
123FORMWORK
124Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in
125Columns, pillars, posts and struts (square, rectangular or polygon in plan).
126Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.
127FINISHING
12812 mmcement mortar 1:3 (1 cement :3f/sand )
129CEMENT PAINTING:- WITH WATER PROOF CEMENT PAINT
130Applying one coat of cement primer of approved quality on wall surface.
131Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .
132In channel, angles & tees.
133Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade.
134(SH:- WS & SI)
135Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in
136Filling available excavated earth in trences,plinth, sides of foundations, etc in layers noy exceedinfg 20cm in depth,consolidating each de[posited layer by rammring and watering, lead upto 50m and lift upto 1.5m
137Providing and laying in position cement concrete of specified grade excluding the cost centering and shuttering- All work upto plinth level.
1381:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
139Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure.
140Providing and laying in position specified grade of reinforced cement concreteexcluding the cost centeringshuttering- All work upto plinth level.Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement,
1411:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
142Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15 degree landings, shelves & their supports balconies,chajjas, lintels, bands, plain window sill, stair cases and spiral stair cases upto floor 5 level excluding the cost of centering , shuttering finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse:3 graded stone aggregate 20mm nominal size).
143Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in
144Foundation, footings, bases of columns etc. and mass concrete.
145Flat surface……..
146i) Edges of slab and breaks in floor walls
147under 20 cm wide
148Reinforcementfor R.C.C work including straightening ,cutting, bending,placing in position and binding all complete.
149Thermo-Mechanically Treated bars.
15020 mm cement plaster 1:3 (1cement :3 coarse sand) finished with afloating coat of neat cement
151Providing and fixing WATER STORAGE TANKS (Sintex) with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level.
1521000 litres net capacity storage tanks
153White glazed tiles 10 mm thick in skirting risers of steps & dado on 10 mm thick cement plaster 1:3 (1 cement:3 coarse sand) & jointed with white cement slurry.
154Providingand fixing water closet squatting pan (Indian type W.C. pan ) with 100 mmsand cast Iron P or S trap, 10 litre low levelwhiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
155Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests
156P/F urinal basin of white glazed earthen ware (Indian make) with 5 litres C.I. Automatic flushing cistern with fitting R.S. or C.I. Brackets,standard size, flush pipe spreader with brass union G.I. Clamp complete, including painting of cistern and fitting cutting and making good the wall and floors.
157a)Flat back Urinal
158464 x 355 x 265 mm
159a) 630 x 450 mm
160P/F kitchen sink white glazed vitreous china (Indian make) with R.S. or C.I. Brackets painted white, a pair of 12.5 mm C.P. brass pillar taps, 323 rubber plugs and C.P. brass chain 32 mm C.P. brass waste of standard pattern, 32 mm dia M.I. Or C.P. brass traps and unions complete i/c cutting and making good the walls indian fittings.
161Providing and fixing 600 x 20 mm SONAC.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P.brass screws (Hook type SONA)
162Providing and fixing 600 x 450 mm bevelled edge mirror of Indian make superior glass (of approved quality) quality complete with asbestos sheet ground, fixed to wooden cleat with C.P. brass screws and washers.
163Providing and fixing in position 2.5 mm diameter mosquito proof coupling of approved Municipal design.
164Centre Hole Mixer H.N. Deluxe.
165Providing and fixing M.I. union fisher
166a) 32 mm
167Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms.
168Providing and fixing a pair of white glazed earthen foot rest of standard pattern for Indian type W.C. pan.
169Providing and fixing soap container of glass with C.P. lid and brackets fixed to wooden cleats with C.P. brass screws.
170ProvidingandfixingP.V.C.wastepipeforsinkorwashbasin including P.V.C. waste fittings complete.
171White Vitreous China Angle back wash basin size 600 x 480 mm with single 15 mm C.P. brass pillar tap
172Providing and fixing lead caulked joints to 100 mm HCI pipes
173Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
174100 mm nominal outer dia Pipes
175P/F 50 mm dia normal guage polythene pipes of approved quality complete with special flange compression type fittings (of approved make) including trenching and refilling etc (external works).
176P/F brass stop cock of superior quality
177Providing and fixing Polythene-Aluminium- Propylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. with carbon black havingthermal stability for hot & cold water supply,capable to with stand temperature up to 80 degree centrigate, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 m spacing. This includesthe costs of cutting chases and including testing of joints complete as per direction of Engineer in charge.Concealed work, i/c cutting chases and making good the wall etc.)
178(a)1216 (16 mm OD) pipe
179(b)1620 (20 mm OD) pipe
180(c)2025 (25 mm OD) pipe
181(d)2532 (32 mm OD) pipe
182Providing and fixing Chlorinated Polyviny Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threadedfittings. This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge ( External works etc.)
18350mm
184Making connection of GI distribution branch with GI main 25 mm to 40 mm diameter by providing & fixing Tees i/c cutting and threading the pipe etc complete.
185Providing and fixing C.P. bib cock of superior quality.
186(a) 20 mm diameter
187Providing and fixing brass stop cock of superior quality.
188(a)15 mm diameter (Delux Sona)
189Providing and fixing non-return value of superior quality. (32mm diameter)
190(SH:- Security Cabin)
191EARTHWORK:
192Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50M(a) Hard/Dense soil.
193Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m
194Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.
195CEMENT CONCRETE WORKS
196Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size )
197Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
198RE-INFORCED CEMENT CONCRETE WORKS
199Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with
200(a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
201STEEL REINFORCEMENT
202Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete.
203(a) Thermo-Mechanically Treated bars
204FORM WORKS
205Providing form work i/c centering & shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in:
206(e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth
207BRICKWORKS
208Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand)
209Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure.
210STEEL WORKS:
211Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979).
212ROOFING & CEILING:
213Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed…....
214(a) (a) 0.63 mm thick with Zinc coated…..
215Providing and fixing ridges and hips …... and EPDM washer etc. Complete.
216(a) Corrugated serrated adjustable ridges
217FINISHING:
21812mm cement plaster 1:4 (1 cement: 4 coarse sand).
21915 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
220Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade.
221Applying one coat of cement primer of approved quality on wall surface.
222Workshed
223EARTHWORK:
224Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50M(a) Hard/Dense soil.
225Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m
226Filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.
227CEMENT CONCRETE WORKS
228Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size )
229Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
230RE-INFORCED CEMENT CONCRETE WORKS
231Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:
232(a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
233Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with
234(a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
235STEEL REINFORCEMENT
236Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete.
237(a) Thermo-Mechanically Treated bars
238FORM WORKS
239Providing form work i/c centering & shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in:
240a) Foundation footings, bases of columns etc. and mass concrete.
241(c) (i) Columns, pillars,posts and struts (square, rectanglar or polygon in plan)
242(e) sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth
243BRICKWORKS
244Local first class brick in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand)
245Half brick masonry2nd class (local first class) in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure.
246WOOD WORKS:
247Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed (a) Local best quality Uningthou.
248Providing and fixing 40mm thick panelled glazed or panelled and glazed shutters for doors,windows and clerestory windowsi/c bright finished or black enamelled M.S. iron butt hinges with necessary screws(a) Uningthou wood.
249Providing 40x5mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 coarse sand : 6 stone aggrt. 20mm nominal guage).
250Providing and fixingbright finished brass sliding bolts bright finished or/and black enamelled with nuts andscrews etc.complete. (a) 300x16mm
251Providing and fixing bright finished brass Tower bolts (barrel type) with screws etc. complete.(a) 200 x 10mm
252Providing and fixing bright finished brass handles with necessary screws etc. complete. (a) 125mm.
253P/F MS grills of required pattern to wooden frames of window etc. with MS flat at required springs and frames all round bars with round headed bolts & nuts or by screws. (a) Plain grills
254P/F 20 mm. plank as eaves board with (a) Tolhao/Uchan wood.
255STEEL WORKS:
256Steel work in built up tubular trusses includidng cutting, hoising, fixing in position and applying a coat ofapproved steel primer red oxide zinc chrome primer (conforming to IS :2079 ) welded and bolted inclusing special shape washer etc. complete. Electrical resistance welded tube (Conforming to IS:1611-1979).
257FLOORING:
258Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufactureer), with water absorption less than 0.08% and conforming to IS: 15622, of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matcing pigments etc., complete.
259(i) Size of Tile 600 x 600mm.(Single charge) (a) Branded
260ROOFING & CEILING:
261Prividing corrugated G.S. sheet roffing including vertical/curve surface fixed…....
262(a) (a) 0.63 mm thick with Zinc coated…..
263Providing and fixing ridges and hips …... and EPDM washer etc. Complete.
264(a) Corrugated serrated adjustable ridges
265FINISHING:
26612mm cement plaster 1:4 (1 cement: 4 coarse sand).
26715 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
268Distermpering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade.
269Applying one coat of cement primer of approved quality on wall surface.
270Applying ready mixed priming coat pink primer of approved quality on wood work.
271Painting (two or more coats) with synthetic enamel paint of approved quality of blackor chocolatecolour on wood work to give an even shade.
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