Tender For Work Of Rate Determination For Contingency Construction Work Within The Corporation Limits For The Year 2025-26. - (A) Bricks M-150 2 (B) Bricks M-100 3 (C) Bricks-Straight Over Brunt 4 (D) Bricks- Tiles (Ist Class) 5 (E) Brick Bats M-7, Saharanpur-Uttar Pradesh

TDR : 48229324

Tender Notice
Corrigendum Details
BOQ

Expired

Saharanpur , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Work Of Rate Determination For Contingency Construction Work Within The Corporation Limits For The Year 2025-26. - (A) Bricks M-150 2 (B) Bricks M-100 3 (C) Bricks-Straight Over Brunt 4 (D) Bricks- Tiles (Ist Class) 5 (E) Brick Bats M-7

Document Fees
₹ 1298 /-

EMD
₹ 100000.0 /-

Tender Value
Refer document

Submission Date
27-03-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	20-03-2025	rate contract	Other	27-03-2025

Name of Work:: rate contract

Sl. No.	Item Description
1	(a) Bricks M-150
2	(b) Bricks M-100
3	(c) Bricks-Straight over brunt
4	(d) Bricks- Tiles (Ist Class)
5	(e) Brick Bats M-75
6	(f) Brick Bats (O.B.)
7	Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm
8	Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm
9	Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30)
10	(a) 5.00cm. Gauge
11	(b) 4.00 cm. gauge
12	(c) 2.50 cm. gauge
13	Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm
14	Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm
15	Aggregate - For 37.5 mm Maximum size - Below 5.6 mm
16	Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm
17	Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm
18	Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm
19	Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm
20	Aggregate-Grading I 90 mm to 45 mm
21	Aggregate-Grading II 63 mm to 45 mm
22	Aggregate-Grading III 53 mm to 22.4 mm
23	Aggregates 22.4 mm to 2.36 mm for wet mix macadam
24	Aggregates 45 mm to 22.4 mm for wet mix macadam
25	Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron
26	Crushed Stone Aggregate 26.5 mm to 75 micron
27	Crushed Stone chipping 13.2 mm nominal size
28	Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm
29	Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm
30	Crushed Stone chipping 9.5 mm nominal size
31	Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm
32	Fine aggregate/Crushed sand 2.36 mm to 75 micron
33	Stone Boulder of size 150 mm and below
34	Stone for Coarse Rubble Masonry 1st Sort
35	Stone for Coarse Rubble Masonry 2nd Sort
36	Stone for Random Rubble Masonry
37	Stone for Stone Set Pavement (300 mm x 200 mm x 150MM
38	Well Graded Material for Sub-Base - Grading I 2.36 mm below
39	Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm
40	Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm
41	Well Graded Material for Sub-Base - Grading II 2.36 mm below
42	Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm
43	Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm
44	Well Graded Material for Sub-Base - Grading III 2.36 mm below
45	Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm
46	Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm
47	Boulder with minimum size of 300 mm for Pitching at Site
48	Granular Material or hard murrum for GSB works at Site
49	Close graded Granular sub-base Material 37.5 mm to 9.5 mm
50	Close graded Granular sub-base Material 9.5 mm to 4.75 mm
51	Close graded Granular sub-base Material 4.75mm to 75 micron mm
52	Close graded Granular sub-base Material 2.36 mm
53	Coarse graded Granular sub-base Material 4.75mm to 75 micron mm
54	Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm
55	Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm
56	Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm
57	Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm
58	Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm
59	Coarse graded Granular sub-base Material 53 mm to 26.5mm
60	Stone screening material for WBM Grading-2 and 3
61	Miscellaneous Items Cement Grey PPC
62	Cement Port land (ordinary)
63	Cement white viz J.K./Birla
64	Wall Putty J.k / Birla white
65	Plaster of Parish Sakarni or eqvivalent
66	Cinder
67	Distemper oil bound
68	Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N
69	Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.)
70	(b) 4mm thick (Wt. 10.0 Kg/sqmt.)
71	(c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.)
72	White lime (unslacked) for White Washing
73	White Lead (Best Quality PIG Lead)
74	(d) G.I. Barbed wire
75	(e) Iron Sheet Galvanized Plain 22 gauge
76	(f) Iron Sheet Galvanized Plain 24 gauge
77	(g) -do- but corrugated 24 gauge
78	(h) -do- but black plain 18 gauge
79	(J) Expanded metal 2-0 cm mesh 16/17 guage
80	(K) M.S. binding wire 24 gauge
81	(i) 1\"x2\" size of 10 gauge wire
82	(ii) 1\"x3\" size of 10 gauge wire
83	(iii) Murga Jali 1/2\"x24 gauge
84	(iv) 1\"x2\" size of 10 gauge wire
85	(i) F -d sections @ 1.58 Kg/R/M
86	(ii) F -B/T/T Secs. @ 2.40 Kg/R/M
87	(iii) F - Sections @ 0.74 Kg/R/M
88	(a) Super white
89	(b) Commercial white, coloured & black
90	Marble Dust (200 mesh)
91	Nails (Country)
92	Nails (Wire)
93	(a) Oil (linseed double boiled)
94	(b) Oil (Terpentine)
95	(a) Paint anticorosive Bitumenous
96	(b) Black Japan
97	(c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make
98	(i) Dark Green Oxide
99	(ii) Deep Black Oxide
100	(iii) Blue Oxide
101	(iv) Chocoiate Oxide
102	(e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make)
103	(ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make)
104	(f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make)
105	(ii) Paint (Aluminium)
106	(g) (i) Paint primer for wood
107	(ii) Paint primer for metal
108	(h) (i) Cement Primer of Berger or equivalent
109	(ii) Water proof cement paint (in 50 kg. drums)
110	(i) Clear synthetic (in 20 ltr drums)
111	(ii) Copall
112	(iii) Weather Coat cement paint for exterior
113	(iii) Weather Coat cement paint for exterior
114	Water Proofing compound (Dr. Fixit)
115	Polish (mansion & wax)
116	(iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked)
117	(v) Same as above but 90 mm dia
118	(vi) Same as above but 75 mm dia
119	(v) Same as above but 140 mm dia
120	(a) Corrugated
121	(b) Plain
122	(i) Internal dia 5 cm (Wt. 11.41 Kg.)
123	(ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.)
124	(iii) Internal dia 10 cm. (Wt. 21.67 Kg.)
125	(iii) Internal dia 15cm. (Wt. 21.67 Kg.)
126	(i) 5.0 cm dia (Wt. 2.30 Kg. )
127	(ii)7.5 cm dia (Wt. 3.30 Kg.)
128	(iii) 10.0 cm. dia (Wt. 4.60 Kg.)
129	(i) 5.0 cm dia (Wt. 2.10 Kg. )
130	(ii) 8.0 cm dia (Wt. 3.20 Kg.)
131	(iii) 10.0 cm. dia (Wt. 4.40 Kg.)
132	(c) C.I. Spout 23.0 cm Long 40 mm dia
133	(a) Rope (Moonj)
134	(b) Rope (HEMP)
135	(c) Rope (cotton)
136	(d) Spun yarn
137	Rivets
138	Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar
139	Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli
140	(a) Local Sand
141	Surkhi
142	White lime (slacked)
143	(a) Washers (Lumpet)
144	(b) Washers (Bitumen)
145	(c) Washers G.I.
146	J.Hooks
147	Wood presevator in 5 ltrs. Pack.
148	(a) Teak wood
149	(b) Sheesham
150	(c) Indian Sal
151	(a) Teak wood
152	(b) Sheesham
153	(c) Indian Sal/ maleshien
154	Fuel Wood (Dry)
155	(a) 2.2 cm width
156	(b) 3.50 cm. width
157	(c) Same as 48 (a) but 5 mm thick
158	(d) Same as 48 (b) but 5 mm thick
159	Antitermite treatment oil concentrate to 0.30 (as per IS 1307)
160	(i) 40mm thick
161	(ii) 50 mm thick
162	(a) KOTASTONE (machine cut ) 60 x 60 cm.
163	(a) Marble White 60 x 60 cm.
164	(b) Marble White 60 x 60 cm.
165	Granite stone black or Grey Polished
166	Granite stone black or Grey Polished
167	Polythene Sheet (125 Micron)
168	Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width.
169	(a) For Floor Size 300 x 300
170	(b) For Wall Size 200 x 300
171	(c) Vitrified Tiles size 600 x 600
172	RCC Hume Pipe 350mm dia
173	RCC Hume Pipe 450mm dia
174	(a) Ordinary
175	(b) For floor and tile work
176	Carpenter
177	Black Smith
178	Hammer man
179	Fitter
180	Painter
181	(a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE
182	(a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE
183	(b) Electrician Licensed with Kit or Koshal vikash certificate
184	(b) Electrician Licensed with Kit or Koshal vikash certificate
185	Mate
186	Beldar / Mali
187	Bhishti with Mushk
188	White Washer
189	Belder for bitumen or tar work
190	Glazier
191	Bhainsa Buggi with driver
192	Tractor trolley with driver excluding P.O.L.
193	Amin/Tracer
194	Chaukidar
195	Jeep/Truck/Tractor/Roller Driver
196	Generator Operator
197	Mixol Operator
198	Pump Operator
199	Cleaner
200	Sweeper (Full Time)
201	Sweeper (Part Time)
202	Tractor with harrow or water TankerTrolly with
203	Tractor with harrow or water TankerTrolly with
204	driver and P.O.L.
205	J.C.B. Machine with driver with P.O.L.
206	Crane (20-50 Tonnee) with Driver and P.O.L.
207	Ricksaw Thela with Driver
208	(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move )
209	(a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move )
210	(a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move )
211	(a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)
212	(a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand.
213	(i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared.
214	(a) Same as above 259(i) above but grass only.
215	(a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc.
216	(b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site.
217	Upto ½ Km
218	Ist Km. (If lead is beyond ½ Km.)
219	Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work.
220	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
221	As in item 273 above but in proportion 10:5:1
222	As in item 273 above but in proportion 8:4:1
223	(a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge
224	(b) Same as item no. 279 (a) but in proportion of 1:3:6
225	As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement.
226	Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work.
227	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
228	As in item 273 above but in proportion 10:5:1
229	As in item 273 above but in proportion 8:4:1
230	(a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge
231	(b) Same as item no. 279 (a) but in proportion of 1:3:6
232	As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement.
233	Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar.
234	Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar
235	Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.
236	(a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar.
237	Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar.
238	Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar.
239	As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items.
240	As in item 309 above but for walls of one brick thick, add for extra labour
241	As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309.
242	Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar.
243	Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar
244	Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.
245	(a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar.
246	Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar.
247	Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar.
248	As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items.
249	As in item 309 above but for walls of one brick thick, add for extra labour
250	As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309.
251	Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
252	As in item No. 401 but for sheesham wood
253	As in item no. 401 but with Indian Sal wood
254	Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt.
255	Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work.
256	As in item no. 409 above but fully panelled.
257	As in item no 409 above but fully glazed.
258	As in item no. 409 above but 3.8 cm. thick.
259	As in item no. 411 above but 3.8 cm. thick.
260	As in item no. 412 above but 3.8 cm. thick.
261	As in item no. 409 above but 3.8 cm. thick, Shisham wood.
262	As in item no. 411 above but 3.8 cm. thick, Shisham wood.
263	As in item no. 412 above but 3.8 cm. thick, Shisham wood.
264	Supply and fixing of 3.8 cm. (1½\") thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally.
265	As in item (450) above but in shisham wood.
266	Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3\"x3/8\")/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work.
267	As in item (455) above but with shisham wood battens.
268	As in item (455) above but with Indian Salwood battens.
269	As in item (455) above but with Deodar wood battens.
270	As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting).
271	As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting).
272	As above 471 but Double Leaf Add. extra.
273	Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only)
274	As above item no. 473 Aluminium Fittings ISI marked.
275	Supply and fixing of 3.8 cm. (1½\") thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings
276	Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf)
277	As in item no. 9.26 above but for single leaf.
278	Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4\") long and plug etc. complete with painting, polishing or oiling as required.
279	Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf)
280	As in item no. 9.29 above but for single leaf.
281	Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf)
282	Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete.
283	As per item above A but with shisham wood batton
284	Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only)
285	Fixing of Curtain rods (Labour only)
286	Fixing of Curtain palmets (Labour only)
287	50x20 mm
288	50x12 mm
289	With 2nd class teak wood beading 62X19 mm.
290	300x16 mm
291	250x16 mm
292	250x10 mm
293	200x10 mm
294	150x10 mm
295	Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4\") long and plug etc. complete with painting, polishing or oiling as required.
296	Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf)
297	As in item no. 9.29 above but for single leaf.
298	Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf)
299	Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete.
300	As per item above A but with shisham wood batton
301	Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only)
302	Fixing of Curtain rods (Labour only)
303	Fixing of Curtain palmets (Labour only)
304	50x20 mm
305	50x12 mm
306	With 2nd class teak wood beading 62X19 mm.
307	300x16 mm
308	250x16 mm
309	250x10 mm
310	200x10 mm
311	150x10 mm
312	250x10 mm
313	200x10 mm
314	150x10 mm
315	100x10 mm
316	125 mm
317	100 mm
318	75 mm
319	Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod.
320	Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI \"C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric \"L\" corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturer\"s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
321	With decorative veneering on one side and commercial veering on other side.
322	With non decorative veneering on both sides.
323	M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
324	Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc.
325	Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels
326	Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels
327	Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary.
328	Boring holes in mild steel or iron not exceeding 10mm (3/8\") diameter and thickness of plate not exceeding 6mm (1/4\")
329	As in item (509) above but holes exceeding 10mm (3/8\") diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2\")
330	Providing and fixing 100mm (4\") diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.)
331	Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.)
332	Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only)
333	with frame of 40x40x6mm (1½\"x1½\"x¼\") angle iron 3.15 mm (1/8\") thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15\" length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete.
334	As per item no 517a but with steel strip inplace of angle iron.
335	providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4\"x3/8\"x1/12\") and braced with flat form diagonals 20x5mm (3/4\"x3/16\") size with top and bottom rails or T-iron 40x40x6mm (1½\"x1½\"x1¼\") with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint.
336	Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½\"x1½\"x¼\") angle iron 3.15mm (1/8\") gusset plates at the junctions and corners, hooks at top 25mm (1\") dia pulleys at bottom, 40x40x6mm (1½\"x1½\"x¼\") angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.)
337	Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3\"x5\") cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs.
338	Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters.
339	providing and fixing top cover for rolling shutters 2.50 meter wide.
340	Providing and fixing ball bearing for rolling shutters.
341	(a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area
342	(b) Shutters above 16.8m² (180 sqft) area
343	(i) Door chaukhat
344	(ii) window chaukhat
345	(iii) Ventilator chaukhat
346	(iv) Stair case Nosing
347	Fixing of Main Gate / Steel Sutter /Garrage Gate etc.
348	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile B
349	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile C
350	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: profile E
351	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG
352	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.)
353	M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
354	Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc.
355	Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels
356	Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels
357	Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary.
358	Boring holes in mild steel or iron not exceeding 10mm (3/8\") diameter and thickness of plate not exceeding 6mm (1/4\")
359	As in item (509) above but holes exceeding 10mm (3/8\") diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2\")
360	Providing and fixing 100mm (4\") diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.)
361	Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.)
362	Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only)
363	Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½\"x1½\"x¼\") angle iron 3.15 mm (1/8\") thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15\" length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete.
364	As per item no 517a but with steel strip inplace of angle iron.
365	providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4\"x3/8\"x1/12\") and braced with flat form diagonals 20x5mm (3/4\"x3/16\") size with top and bottom rails or T-iron 40x40x6mm (1½\"x1½\"x1¼\") with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint.
366	Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½\"x1½\"x¼\") angle iron 3.15mm (1/8\") gusset plates at the junctions and corners, hooks at top 25mm (1\") dia pulleys at bottom, 40x40x6mm (1½\"x1½\"x¼\") angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.)
367	Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3\"x5\") cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs.
368	Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters.
369	providing and fixing top cover for rolling shutters 2.50 meter wide.
370	Providing and fixing ball bearing for rolling shutters.
371	(a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area
372	(b) Shutters above 16.8m² (180 sqft) area
373	(i) Door chaukhat
374	(ii) window chaukhat
375	(iii) Ventilator chaukhat
376	(iv) Stair case Nosing
377	Fixing of Main Gate / Steel Sutter /Garrage Gate etc.
378	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B
379	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C
380	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E
381	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG
382	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.)
383	Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus.
384	Same as in item 574 above but Flush pointing Deduct from item 574.
385	Same as in item 574 above but in floors deduction from item 574 & 575.
386	Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
387	12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
388	As in item (582) above but with cement and approved coarse sand mortar in 1:3.
389	As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4.
390	As per Item No. 584 but with 1:4 cement and Corse sand
391	As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6.
392	Add for extra labour to all item of plaster if done ceiling.
393	Add for extra labour and materials for plaster over rough face of one brick wall.
394	2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
395	Same as above item but 1.20cm. thick instead of 2 cm thick.
396	Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster),
397	Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
398	20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm.
399	2.5 cm (1\") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1\") graded approved stone grit, laid in panels finished with 3 mm. (1/8\") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3\") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½\") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
400	(A) As in item no. 601 above but without base concrete.
401	(B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1
402	As in item (601) above but floor shall be 4 cm (1½\") thick instead of 2.5 (1\") thick and without base concrete.
403	Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish.
404	M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work.
405	As in item (615) above but bricks laid flat.
406	Granolithic marble flooring 2.5 cm. (1\") thick consisting of 2 cm. (3/4\") thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4\") graded approved stone chips including 5 mm (¼\") thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8\") but retained on 1.5 mm. (1/16\") mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3\") 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work
407	As in item (620) above but when white cement is used in top 5 mm (¼\") layer.
408	As in item no. (620) above but when coloured floors are to be made.
409	Granolithic marble dado 2 cm. (¼\") thick consisting of 15 mm. (9/16\") thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16\") thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8\") but retained on 15 mm. (9/16\") mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work.
410	Same as item no. 625 above but 12 mm. thick dado.
411	As in item (625) above but when white cement is used in top 5 mm. (3/16\") thick layer instead of ordinary cement.
412	As in item (625) above but when coloured dados are to be made.
413	Supply and fixing 6 mm. (¼\") China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants
414	Providing and fixing glass strips of 4.00 mm (1/8\") thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth
415	Providing and fixing glass strips of 4.00 mm (1/8\") thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth
416	Providing and fixing glass strips of 4.00 mm (1/8\") thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness
417	Providing and fixing glass strips of 4.00 mm (1/8\") thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness
418	Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc.
419	Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
420	As in item no. New item (1) above but 25 mm thick.
421	Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
422	Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge
423	Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked.
424	As in item (641) above but for every coat after first coat.
425	As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work.
426	Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked
427	As in item (644) above but for every coat after the first coat.
428	As in item (645) above but for every coat over previously painted surface
429	Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked
430	As in item (647) above but for every subsequent coat on previously treated surface .
431	Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
432	As in item (649) above but for every coat after the first coat.
433	As in item (649) above but for every coat after the previous coat or subsequent coat.
434	One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
435	As in item (652) above but for every coat after the first coat or on previously treated surface.
436	One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
437	As in item (654) above but for every coat or on previously treated surface.
438	Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work.
439	Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
440	Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
441	As in item No. (658) above but on previously polished wood or wood based surface.
442	Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
443	Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade
444	Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
445	Same aas item 660 but for weather coat.
446	Sameaasitembut over previouslypainted surface weather coat.
447	Providing cement primer on old/new surfaces
448	Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats
449	Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats
450	White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
451	As in item 671 above but Two coats.
452	As in item 671 above but Three coats.
453	Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
454	As in item 674 above but two coats.
455	As in item (674) but using approved colouring material of pink, green or yellow shade.
456	As in item 676 above but two coats.
457	As in item (674) above but colour washing with copper or iron sulphate one coat.
458	As in item 678 above but Two coat.
459	Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
460	One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work.
461	As in item (681) but for each coat of distemper after the first coat
462	Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
463	Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).
464	As in item (692) above but in mud mortar.
465	Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
466	Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
467	As in item (695) above but only roof concrete.
468	Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
469	As in item (697) above but floor to be stone flagged or tiled floor.
470	Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
471	Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
472	Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet).
473	Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
474	Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
475	Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
476	Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8\") including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet).
477	Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet).
478	Supply and fixing of 10cm. (4\") internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1\" x1/8\") fixed to walls with cement motar (1:2) and including supply of 15 cm (6\") long 6mm. (1/4\") dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes.
479	As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make)
480	As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make)
481	As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make)
482	Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm.
483	Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge.
484	Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site.
485	(A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast.
486	(B) As in item No. 755 (a) above but excluding roller charges.
487	(D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat.
488	(E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges.
489	Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site.
490	Dag belling 15cm (6\") deep in one line aligned with flags and jhandies as directed by Engineer- in-charge.
491	Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
492	Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
493	As per item above but every coat after Ist coat and on old surface
494	Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8\") depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work.
495	As in item No. 762(a) above but with bricks laid on edge.
496	M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work.
497	Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3\") depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary.
498	Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge.
499	Cleaning the existing painted /primed surface and laying premix 2cm. (3/4\") thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat.
500	As in item No. 781 above excluding T&P and sundries etc. for departmental works.
501	As in item No. 781 above but in Patches.
502	As in item No. 781(a) but in Patches.
503	Cleaning the premix surface and laying seal coat with approved 6mm (1/4\") graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood.
504	As in item No. 783 above but in Patches.
505	Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches
506	Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8\") depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work..
507	As in item No. 785 above but with bricks laid on edge.
508	Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia
509	Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia
510	Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia
511	Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia
512	Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia
513	Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia
514	Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia
515	(a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete.
516	(b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete.
517	Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days
518	As item above but for more than 02 days.
519	As per item above but with three rows of horizontal ballies.
520	Dismantling of old brick laid on edge kharanja including stacking of old bricks .
521	As per item above but bricks laid flat / C.C. Interlocking tiles
522	Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags
523	Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color
524	Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color
525	Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color
526	Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color
527	Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color
528	Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color
529	Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)
530	Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)
531	Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)
532	Providing & supply gunny bags including cost of sand and stitching of bags and laying in position.
533	Laying of interlocking tiles (labour only)
534	Disposal or malba
535	primaxing carpet 20 mm
536	seal coat
537	earth work in filling
538	45-90 mm gauge stone ballast
539	53-22.4 mm gauge stone ballast
540	stone screening meterial
541	mild steel for rcc work
542	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. a) 15 mm dia. nominal outer dia Pipes
543	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 Chargeb) 20 mm dia. nominal outer dia Pipes
544	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 Chargec) 25 mm dia. nominal outer dia Pipes
545	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 Charged) 32 mm dia. nominal outer dia Pipes
546	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 Chargee) 40 mm dia. nominal outer dia Pipes
547	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 wall etc. a) 15 mm dia. nominal outer dia Pipes
548	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 wall etc. b) 20 mm dia. nominal outer dia Pipes
549	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 wall etc. c) 25 mm dia. nominal outer dia Pipes
550	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 wall etc. d) 32 mm dia. nominal outer dia Pipes
551	Providing 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 Engineerin- Charge. External work.. a) 15 mm dia. nominal outer dia Pipes
552	b) 20 mm dia. nominal outer dia Pipes
553	c) 25 mm dia. nominal outer dia Pipes
554	d) 32 mm dia. nominal outer dia Pipes
555	e) 40 mm dia. nominal outer dia Pipes
556	f) 50 mm dia. nominal outer dia Pipes
557	g) 62.50 mm dia. nominal outer dia Pipes
558	h) 75 mm dia. nominal outer dia Pipes
559	i) 100 mm dia. nominal outer dia Pipes
560	j) 150 mm dia. nominal outer dia Pipes
561	Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore
562	b) 20 mm nominal bore
563	Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore
564	b) 20 mm nominal bore
565	Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore
566	b) 20 mm nominal bore
567	c) 25 mm nominal bore
568	Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore
569	Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore.
570	Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore.
571	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore
572	Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) 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 complete as per direction of Engineer-in- charge.
573	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, 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: White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia.
574	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
575	Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern
576	Single half stall urinal with 5 litre PVC. automatic flushing cistern
577	Range of two half stall urinals with 5 litre PVC. automatic flushing cistern
578	Range of three half stall urinals with 10 litre PVC. automatic flushing cistern
579	Range of four half stall urinals with 10 litre PVC. automatic flushing cistern
580	Single squatting plate with 5 litre P.V.C. automatic flushing cistern
581	Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern
582	Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern
583	White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps
584	White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
585	White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
586	White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
587	White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap
588	White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap
589	White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap
590	Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings.
591	ProvidingandfixingStainlessSteelAISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
592	510x1040 mm bowl depth 250 mm
593	510x1040 mm bowl depth 225 mm
594	510x1040 mm bowl depth 200 mm
595	470x420 mm bowl depth 178 mm
596	Long pattern W.C. pan size of 580 mm
597	Orissa pattern W.C. pan size 580x440 mm
598	Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type)
599	Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge
600	Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white
601	Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white
602	Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia
603	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.
604	Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989
605	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
606	Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter
607	Sand cast iron S&S as per IS - 1729
608	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
609	Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905
610	Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand): 100 mm dia
611	75 mm dia
612	50 mm dia
613	White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand.
614	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 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand.
615	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type
616	with common burnt clay (non modular) bricks of class-150 150x100 mm size p type
617	with common burnt clay (non modular) bricks of class-150
618	500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
619	560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
620	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions
621	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter
622	Square shape 450 mm internal dimension
623	Circular shape 500 mm internal diameter
624	Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
625	Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge
626	Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work.
627	As in item 817 above but size above 2.5 cm. but upto 8 cm.
628	As in item no. 817 above 8 cm. but upto 15 cm.
629	Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work
630	As in item NO. 820 above but size above 2.5 cm. but upto 8 cm.
631	As in item NO. 820 above but size above 8 cm. but upto 15 cm.
632	Painting Border line upto 2.5 cm. wide
633	Painting Border line upto 2.5 cm. to 5 cm. wide
634	Re-Painting Border line upto 2.5 cm. wide
635	Re-Painting Border line upto 2.5 cm. to 5 cm. wide
636	Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work.
637	Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work.
638	As in item 832 above but 5th km. stone
639	As in item 832 above but 200 H.M. stone
640	Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work.
641	Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work.
642	Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work.
643	Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing.
644	White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1\" width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work.
645	(a) Same as above but with departmental labour
646	Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage.
647	Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage.
648	Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm
649	Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm
650	Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm
651	Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm)
652	b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm)
653	c) 60 cm Circular with diffinitation plate (20 cm x 60 cm)
654	d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm)
655	e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm)
656	f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm)
657	g) 90 cm high octagon
658	h) 50 x 60 cm single chevron
659	i) 155 x 60 cm Double chevron
660	j) 30 x 90 cm (Left/Right) Object Hazard
661	k) 45 x 90 cm two way Object Hazard
662	l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing
663	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.
664	Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work.
665	Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work.
666	Reflective Raised Pavement Marker Providing and fixing of raised
667	Reflective Raised Pavement Marker with shanks Providing and
668	Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work.
669	Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work.
670	Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work.
671	Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
672	Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete
673	TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work.
674	Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km.
675	2 nd Km.
676	3 th Km.
677	4 th Km.
678	5 th Km.
679	6 th Km.
680	7 th Km.
681	8 th Km.
682	9 th Km.
683	10 th Km.
684	11 th Km.
685	12 th Km.
686	13 th Km.
687	14 th Km.
688	15 th Km.
689	16 th Km.
690	17 th Km.
691	18 th Km.
692	19 th Km.
693	20 th Km.
694	21 th Km.
695	22 th Km.
696	23 th Km.
697	24 th Km.
698	25 th Km.
699	26 th Km.
700	27 th Km.
701	28 th Km.
702	29 th Km.
703	30 th Km.
704	31st to 75 Km.
705	76st to 100 Km.
706	100st to 200 Km.
707	As in item (231) above but for cement, steel or other materials : Ist Km.
708	2nd and 3rd Km.
709	4th and 5th Km.
710	6th to 10th Km.
711	11th to 20th Km.
712	21st to 30th Km.
713	31st to 50th Km.
714	51 to 75 Km.
715	76th to 100 Km.
716	101st to 200 Km.
717	201st to 250 Km.
718	As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km.
719	2nd and 3rd Km.
720	4th and 5th Km.
721	6th to 10th Km.
722	11th to 20th Km.
723	21st to 30th Km.
724	31st to 50th Km.
725	51st to 75 Km.
726	76th to 100 Km.
727	101st to 200 Km.
728	201st to 250 Km.
729	Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking
730	Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading
731	Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading
732	Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform.
733	As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures
734	Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked.
735	Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked.
736	237 (a) above but when the materials are either cement / steel.
737	Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons.
738	As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures.
739	Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km.
740	2nd and 3rd k.m.
741	4th and 5th k.m.
742	6th to 10th k.m.
743	11th to 20 th k.m.
744	21st to 30 th k.m.
745	31st to 50 th k.m.
746	51st to onward k.m.
747	As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km.
748	2nd and 3rd k.m.
749	4th and 5th k.m.
750	6th to 10th k.m.
751	11th to 20 th k.m.
752	21st to 30 th k.m.
753	31st to 50 th k.m.
754	51st to onward k.m.

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Building Material Tenders

Bricks Supply Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Work Of Rate Determination For Contingency Construction Work Within The Corporation Limits For The Year 2025-26. - (A) Bricks M-150 2 (B) Bricks M-100 3 (C) Bricks-Straight Over Brunt 4 (D) Bricks- Tiles (Ist Class) 5 (E) Brick Bats M-7, Saharanpur-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Work Of Rate Determination For Contingency Construction Work Within The Corporation Limits For The Year 2025-26. - (A) Bricks M-150 2 (B) Bricks M-100 3 (C) Bricks-Straight Over Brunt 4 (D) Bricks- Tiles (Ist Class) 5 (E) Brick Bats M-7, Saharanpur-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us