Tender For Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) - Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means 3 All Kinds Of Soil. 4 Provi, Sitapur-Uttar Pradesh

TDR : 51934854

Tender Notice
BOQ

Expired

Sitapur , Uttar Pradesh

Tender Brief : Tender For Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) - Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means 3 All Kinds Of Soil. 4 Provi

Document Fees
₹ 17700 /-

EMD
₹ 780000.0 /-

Tender Value
₹ 3.90 Crore /-

Submission Date
27-10-2025

Competition Type
Indian

Bidding Type
Tender

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1	Strengthening of RRDCA-Krishi Vigan Kendra-II, Sitapur (U.P.)
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
3	All kinds of soil.
4	Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
5	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
7	250 mm dia. R.C.C. pipe
8	Dag Belling 15c.m. (6\") Deep in one line aligned with flag and jhandies as directed by Engineer -in-charge
9	cost of plantation around plant
10	Site Information and Board
11	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
12	All kinds of soil
13	Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
14	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
15	Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level :
16	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
17	Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement:
18	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
19	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
20	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.
21	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
22	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.
23	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
24	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
25	AS PER EXCAVATION QTY
26	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
27	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
28	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
29	Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor:
30	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
31	Centering and shuttering including strutting, propping etc. and removal of form for
32	Foundations,footings,basesof columns,etc.formass concrete
33	Lintels,beams,plinthbeams,girders,bressumersand cantilevers
34	Columns, Pillars, Piers, Abutments, Posts and Struts
35	Suspended floors,roofs,landings,balconies and access platform
36	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
37	Cement mortar 1:6(1 cement :6 coarse sand)
38	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
39	Cement mortar 1:6(1 cement : 6 coarse sand)
40	6 mm cement plaster of mix:
41	1:3(1 cement :3 fine sand)
42	12 mm cement plaster of mix:
43	1:6 (1 cement: 6 coarse sand)
44	15 mm cement plaster on rough side of single or half brick wall of mix:
45	1:6(1 cement: 6 coarse sand)
46	Colour washing such as green, blue or buf to give an even shade:
47	New work (two or more coats) witha base coat of white washing with lime
48	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
49	New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre
50	Finishing walls with water proofing cement paint of required shade:
51	New work (Two or more coats applied @ 3.84 kg/10 sqm)
52	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
53	Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
54	40 mm thick with 20 mm nominal size stone aggregate
55	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement.
56	18 mm thick
57	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
58	Electric resistance or induction butt welded tubes
59	Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
60	Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
61	Ridges plain (500- 600mm)
62	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
63	Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works
64	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
65	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
66	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
67	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
68	4.0 mm thick glass panes
69	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
70	80x1.25 mm M.S. laths with 1.25 mm thick top cover
71	Providing and fixing ball bearing for rolling shutters.
72	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
73	All kinds of soil
74	Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
75	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
76	Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level :
77	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
78	Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement:
79	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
80	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
81	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.
82	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
83	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.
84	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
85	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
86	AS PER EXCAVATION QTY
87	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
88	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
89	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
90	Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor:
91	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
92	Centering and shuttering including strutting, propping etc. and removal of form for
93	Foundations,footings,basesof columns,etc.formass concrete
94	Lintels,beams,plinthbeams,girders,bressumersand cantilevers
95	Columns, Pillars, Piers, Abutments, Posts and Struts
96	Suspended floors,roofs,landings,balconies and access platform
97	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
98	Cement mortar 1:6(1 cement :6 coarse sand)
99	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
100	Cement mortar 1:6(1 cement : 6 coarse sand)
101	6 mm cement plaster of mix:
102	1:3(1 cement :3 fine sand)
103	12 mm cement plaster of mix:
104	1:6 (1 cement: 6 coarse sand)
105	15 mm cement plaster on rough side of single or half brick wall of mix:
106	1:6(1 cement: 6 coarse sand)
107	Colour washing such as green, blue or buf to give an even shade:
108	New work (two or more coats) witha base coat of white washing with lime
109	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
110	New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre
111	Finishing walls with water proofing cement paint of required shade:
112	New work (Two or more coats applied @ 3.84 kg/10 sqm)
113	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
114	Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
115	40 mm thick with 20 mm nominal size stone aggregate
116	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement.
117	18 mm thick
118	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
119	Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works
120	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
121	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
122	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
123	4.0 mm thick glass panes
124	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
125	80x1.25 mm M.S. laths with 1.25 mm thick top cover
126	Providing and fixing ball bearing for rolling shutters.
127	Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
128	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
129	Providing and fixing T-iron frames for doors, windows and ventilators of mildsteel Tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
130	Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).
131	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
132	Twin rubber stopper
133	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
134	250x10 mm
135	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
136	300x16 mm
137	250x16 mm
138	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
139	125 mm
140	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
141	All kinds of soil
142	Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
143	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
144	All kinds of soil.
145	Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level :
146	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
147	Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement:
148	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
149	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
150	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.
151	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
152	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.
153	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
154	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
155	AS PER EXCAVATION QTY
156	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
157	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
158	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
159	Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor:
160	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
161	Centering and shuttering including strutting, propping etc. and removal of form for
162	Foundations,footings,basesof columns,etc.formass concrete
163	Lintels,beams,plinthbeams,girders,bressumersand cantilevers
164	Columns, Pillars, Piers, Abutments, Posts and Struts
165	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
166	Cement mortar 1:6(1 cement :6 coarse sand)
167	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
168	Cement mortar 1:6(1 cement : 6 coarse sand)
169	6 mm cement plaster of mix:
170	1:3(1 cement :3 fine sand)
171	12 mm cement plaster of mix:
172	1:6 (1 cement: 6 coarse sand)
173	15 mm cement plaster on rough side of single or half brick wall of mix:
174	1:6(1 cement: 6 coarse sand)
175	Colour washing such as green, blue or buf to give an even shade:
176	New work (two or more coats) witha base coat of white washing with lime
177	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
178	New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre
179	Finishing walls with water proofing cement paint of required shade:
180	New work (Two or more coats applied @ 3.84 kg/10 sqm)
181	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
182	Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
183	40 mm thick with 20 mm nominal size stone aggregate
184	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
185	Electric resistance or induction butt welded tubes
186	Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
187	Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
188	Ridges plain (500- 600mm)
189	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
190	Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works
191	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
192	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
193	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
194	Earth work in surface excavationnot exceeding 30 cm in depthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
195	All kinds of soil
196	Extraforcompactionofearthworkinembankmentunderoptimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
197	Supplying and stacking at site.
198	Good earth
199	Supplying and stacking at site.
200	90 mm to 45 mm size stone aggregate
201	63 mm to 45 mm size stone aggregate
202	53 mm to 22.4 mm size stone aggregate
203	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
204	Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
205	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
206	Cement concrete prepared with batch mixing machine
207	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
208	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
209	All kinds of soil.
210	Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
211	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
212	All kinds of soil.
213	Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level :
214	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
215	Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement:
216	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
217	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
218	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level.
219	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
220	Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level.
221	Thermo-Mechanically Treatedbars of gradeFe-500D or more.
222	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
223	AS PER EXCAVATION QTY
224	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
225	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
226	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
227	Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor:
228	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
229	Centering and shuttering including strutting, propping etc. and removal of form for
230	Foundations,footings,basesof columns,etc.formass concrete
231	Lintels,beams,plinthbeams,girders,bressumersand cantilevers
232	Columns, Pillars, Piers, Abutments, Posts and Struts
233	Suspended floors,roofs,landings,balconies and access platform
234	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
235	Cement mortar 1:6(1 cement :6 coarse sand)
236	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
237	Cement mortar 1:6(1 cement : 6 coarse sand)
238	6 mm cement plaster of mix:
239	1:3(1 cement :3 fine sand)
240	12 mm cement plaster of mix:
241	1:6 (1 cement: 6 coarse sand)
242	15 mm cement plaster on rough side of single or half brick wall of mix:
243	1:6(1 cement: 6 coarse sand)
244	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
245	Colour washing such as green, blue or buf to give an even shade:
246	New work (two or more coats) witha base coat of white washing with lime
247	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
248	New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre
249	Finishing walls with water proofing cement paint of required shade:
250	New work (Two or more coats applied @ 3.84 kg/10 sqm)
251	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
252	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
253	Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works
254	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
255	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
256	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
257	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
258	4.0 mm thick glass panes
259	Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
260	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
261	Providing and fixing T-iron frames for doors, windows and ventilators of mildsteel Tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
262	Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).
263	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
264	Twin rubber stopper
265	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
266	250x10 mm
267	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
268	300x16 mm
269	250x16 mm
270	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
271	125 mm
272	Providing and laying vitrified floor tiles in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
273	Size of Tile 600x600 mm
274	ProvidingandlayingVitrifiedtilesindiferent sizes (thickness tobe specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
275	Size of Tile 600x600 mm
276	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
277	25 mm thick
278	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
279	Providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
280	Granite stone slab of colour black, Cherry/Ruby red
281	Area of slab over 0.50 sqm
282	Providing andlayingCeramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
283	Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
284	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
285	All kinds of soil.
286	1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
287	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
288	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
289	Cement mortar 1:6(1 cement :6 coarse sand)
290	Drybrickonedgeflooringinrequiredpatternwithbricksof class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
291	12 mm cement plaster of mix:
292	1:4(1 cement: 4 coarse sand)
293	Finishing walls with water proofing cement paint of required shade:
294	New work (Two or more coats applied @ 3.84 kg/10 sqm)
295	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium 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.
296	Group C
297	Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb)
298	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
299	2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire
300	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
301	Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required.
302	Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required.
303	Group C
304	Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator)
305	12 WayDouble Door
306	Supplyingandfixingfollowingrating, duble pole, (Single phae and neutral), 240V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
307	25A
308	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
309	Single Pole
310	Doble Pole
311	SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
312	25mm
313	32mm
314	Supplying and erecting integrated LED flood light fitting Max. 30W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 3000 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty
315	Supplying and erecting integrated LED Highbay Fitting 100W IP65 & IK08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of Min.10000 Lumens, min. efficacy of 145 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-240V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L50B50 , including driver complete with 3 Year warranty
316	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium 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.
317	Group C
318	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
319	2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire
320	2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire
321	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
322	Supplying, fixing two module stepped typr electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required
323	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required.
324	Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required.
325	Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required.
326	Group C
327	Supplying andfixing 5A to 32A rating, 240/415, 10kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
328	Doble Pole
329	Triple Pole and Neutral
330	Supplying andfixing followingway, surface/recess mountingvertical type415 V, TPN MCB distribution board of steel dust protected duly powder painted, inclisive of 200A tinned copper bus bar, common netural link, earth bar, din bar, for mounting MCBs (but without MCBs and incomer) as required
331	4 Way (4+12), Double Door
332	Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator)
333	6 WayDouble Door
334	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
335	Single pole
336	Doble Pole
337	SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
338	25mm
339	32mm
340	Supplying and erecting LED circular 12 W downlighterhaving pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 1200 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
341	Supplying & erecting inverter LED batten 20W tube light fitting with polycarbonate housing, heat sink, integrated HF electronic driver, Min. 2600 mAh Lithium ion Battery with charging time of 8-10 Hours and backup time of Min. 3 hrs. with minimum 25% of initial Watts having luminous efficacy of 100 lumen/watt, CRI>80, CCT of 6500K and THD<=20% having useful life of minimum 25000 hrs. with overheating protection with 2 years warranty..
342	Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete of approved as required confirming to IS :374/2019 with upto date amendments.
343	Ceiling Fan (ISI marked)-1200 mm Sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per BEE.
344	Supply of Solar integral AIO (All-in-One) streetlight with high pressure die-cast (LM6 Alloy) Aluminium housing, reliable & robust construction with IP65 & IK08 protection, suitable for OD 50/60mm bracket, having Min 4500 system lumens, suitable for 24hrs (2 Nights) Autonomy. The luminaire should work on Hybrid mode with priority for solar, in case solar charging is not available then it should automatically switch to AC grid supply for reliable operation. Dimming Profile: From Dusk – First 04 hours full brightness level • Next fixed at 30% Brightness level • Lithium Pherrophosphate Battery capacity min [email protected] or 256Wh & Battery Temp range -10 to +50℃. Panel capacity min 60Wp, CRI >=70, System Efficacy >150lm/W, & system wattage should not be more than 60W ± 2%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. The fixture should have designed for street light application & should have flexible angle of mounting from 0-15 Degree for divers geographical condition. Life class of LED System 50000hrs@L70. CE Certified, charger efficiency >90% and standards IEC62109-1, IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530, IEC62384 or equivalent BIS Standards. The PV module should be made up of crystalline silicon solar cells \"Mono-Crystalline\" and must have a certificate of testing conforming to IEC 61215 Edition II / BIS 14286 & IEC 61730-1,2 IEC60598, Operating temp -10 Degree C to 50 Degree C, certifying above given parameters all reports shall be from In-house NABL or IECQ or any international accredited Laboratory.
345	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium 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.
346	Group C
347	Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb)
348	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
349	2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire
350	2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire
351	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
352	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required.
353	Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required.
354	Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required.
355	Group C
356	Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator)
357	12 WayDouble Door
358	Supplyingandfixingfollowingrating, duble pole, (Single phae and neutral), 240V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
359	40A
360	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
361	Single pole
362	Duble Pole
363	SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
364	25mm
365	32mm
366	Supplying and erecting integrated LED flood light fitting Max. 30W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 3000 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty
367	Supplying and erecting integrated LED Highbay Fitting 100W IP65 & IK08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of Min.10000 Lumens, min. efficacy of 145 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-240V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L50B50 , including driver complete with 3 Year warranty
368	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
369	110 mm diametre
370	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
371	Coupler
372	110 mm
373	Single tee with door
374	110x110x110 mm
375	Bend 87.5°
376	110 mm bend
377	Shoe (Plain)
378	110mm Shoe
379	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
380	110mm
381	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
382	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
383	150 mm dia. R.C.C. pipe
384	250 mm dia. R.C.C. pipe
385	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
386	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
387	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
388	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
389	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
390	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
391	All kinds of soil
392	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
393	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
394	150 mm diameter S.W. pipe
395	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium 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.
396	Group C
397	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
398	2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire
399	2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire
400	Supplying and erecting mains with 2x6 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places
401	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
402	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required.
403	Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required.
404	Supplying and fixing suitable size GI box with modular front on surface or in recess,includingprovidingandfixing 25A modular socket outlet and 25A modular SP MCB, \"C\" curve including connections, painting etc. as required.
405	Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required.
406	Group C
407	Supplyingandfixingfollowingway,horizontaltypethree poleandneutral,sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbarinterconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator)
408	8 WayDouble Door
409	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
410	Single pole
411	Supply and fixing of ISI marked and accepted standard of miniature circuit breaker (MCB) of \"C\" series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :-
412	MCB FP 40A
413	Supplying and fixing following rating, four pole, (three phase and netural), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
414	40A
415	SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
416	20mm
417	25mm
418	32mm
419	Supply and fixing 8W Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimumwith systemefficacy> 100lm/Watt. LED driver PF> 0.95 & THD < 20%. The colour rendering index of LED light should bemore than 70.
420	Supplying and erecting LED circular Max. 15 W down lighter/Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 1500 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
421	Supplying and erecting LED circular Max. 8W down lighter/ Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 770 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangementwith board for surface type or spring loaded mounting clips complete with 3 years warranty.
422	Supplying and erecting bulk head LED fitting max. 10W with high transitivity diffuser with system lumens output of min. 1100 lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., THD<10%, p.f. >0.95, operating range of 140-260V, in built surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, IP66, IK09 rated on provided PVC Block / wooden board with 3 years warranty.
423	Supplying and erecting LED Panel Light(600mm X 600mm) Max. 36 W having CRCA powder coated housing, polystyrene diffuser having system lumens output of Min 4200 Lumens, min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
424	Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary materialcomplete of approved as required confirming to IS :374/2019 with upto date amendments.
425	Ceiling Fan (ISI marked)-1200 mm Sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per BEE.
426	Supply and installation of heavy duty type exhaust fans of following size sweep with gravity louvers shutters including all accessories/installation materials required make GEC, Crompton./havels
427	305 mm sweep 1400 rpm
428	Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge tube, 30cms long high pressure discharge hose, dischargenozzle, suspension bracket, confirming to IS: 15683 finished externally with redenamelpaint andfixed towall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 6.5 kg. ISI Marked.( Contractor should submit test certificate form manufacturer along with serial number of every extinguishers supplied.)
429	Providing and fixing ABC powder type fire extinguishers consisting of welded M.S. cylindrical body automatic modular ABC powder type extinguisher actuated through a sprinkler head mounted on The extinguisher body finished externally with red enamel paint and fixed to ceiling with brackets complete with internal charge.
430	Capacity 9 Kg.(IS:15683)
431	Providing and fixing Fire Bucket, round bottom made of G.I.sheet 9-11 Ltr. Capacity duty painted as per fire brigate design, supported on hanging bracket chained and locked, initially filling with fine river sand, water as per directions of Engineer-in- Charge.
432	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required:
433	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
434	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
435	Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-
436	(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
437	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
438	15 mm nominal bore
439	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
440	Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.
441	15 mm nominal bore with 45 cm length
442	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge.
443	Providing and fixing toilet paper holder :
444	C.P. brass
445	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
446	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
447	Providing and fixing soil, waste and vent pipes :
448	100 mm dia
449	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
450	75 mm diametre :
451	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
452	Providing and fixing plain bend of required degree.
453	100 mm dia
454	Hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside IS:15905
455	75 mm dia
456	Hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside IS:15905
457	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
458	100 mm dia
459	SS 304 grade coupling with EPDM rubber gasket
460	75 mm dia
461	SS 304 grade coupling with EPDM rubber gasket
462	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
463	100 mm inlet and 100 mm outlet
464	Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
465	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
466	110 mm diametre
467	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
468	Coupler
469	110 mm
470	Single tee with door
471	110x110x110 mm
472	Bend 87.5°
473	110 mm bend
474	Shoe (Plain)
475	110mm Shoe
476	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
477	110mm
478	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
479	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
480	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Inernal work - Exposed on wall
481	20 mm nominal outer dia Pipes
482	25 mm nominal outer dia Pipes
483	32 mm nominal outer dia Pipes
484	40 mm nominal outer dia Pipes
485	50 mm nominal outer dia Pipes
486	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
487	20 mm nominal outer dia Pipes
488	25 mm nominal outer dia Pipes
489	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall
490	25 mm dia nominal bore
491	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
492	25 mm dia nominal bore
493	32 mm dia nominal bore
494	40 mm dia nominal bore
495	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
496	25 mm nominal bore
497	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
498	25 mm nominal bore
499	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
500	Circular tank

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Tender For Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) - Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means 3 All Kinds Of Soil. 4 Provi, Sitapur-Uttar Pradesh

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Tender For Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) - Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means 3 All Kinds Of Soil. 4 Provi, Sitapur-Uttar Pradesh

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