Tender For Dnit For The Upgradation / Construction Of Administrative Block And Workshop Block Of Punjab Roadways Depot At Patti Distt. Tarn Taran (Punjab)., Patti-Punjab

TDR : 55284870

Tender Notice
BOQ

10 Days Left

Patti , Punjab

Tender Brief : Tender For Dnit For The Upgradation / Construction Of Administrative Block And Workshop Block Of Punjab Roadways Depot At Patti Distt. Tarn Taran (Punjab).

Document Fees
₹ 30000 /-

EMD
₹ 1695360.0 /-

Tender Value
₹ 8.47 Crore /-

Submission Date
11-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Civil Work
2	Construction of Admin Block (G+1 Storey) In RCC Frame Structure having provision of foundation for G+2 Storey
3	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
4	Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
5	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
6	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
7	Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
8	Lintels
9	Total all Floor
10	Extra rate for First Floor
11	Extra rate for Second Floor
12	Shelves
13	Total all Floor
14	Extra rate for First Floor
15	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
16	Beams
17	Total all Floor
18	Extra rate for First Floor
19	Extra rate for Second Floor
20	Columns (Rectangular & Square)
21	Total all Floor
22	Extra rate for First Floor
23	Extra rate for Second Floor
24	Total qty for all floor
25	Extra rate for First Floor
26	Extra rate forSecond Floor
27	Walls
28	Total all Floor
29	Extra rate for First Floor
30	Extra rate forSecond Floor
31	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
32	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
33	Total qty for all floor
34	Extra rate for First Floor
35	Extra rate for Second Floor
36	Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)
37	Total qty for all floor
38	Extra rate for First Floor
39	Extra rate for Second Floor
40	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
41	Total qty for all floor
42	Extra rate for First Floor
43	Extra rate for Second Floor
44	Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
45	Total qty for all floor
46	Extra rate for First Floor
47	Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc
48	Total qty for all floor
49	Extra rate for First Floor
50	Extra rate for Second Floor
51	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
52	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
53	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
54	Total qty for all floor
55	Extra rate for First Floor
56	Extra rate for Second Floor
57	Extra rate for Third Floor
58	12.5mm thick cement plaster 1:5.
59	Extra rate for First Floor
60	Extra rate for Second Floor
61	20 mm thick cement plaster 1:5 in two coats work.
62	Extra rate for First Floor
63	Extra rate for Second Floor
64	12.5 mm thick cement plaster 1:4.
65	Extra rate for First Floor
66	Extra rate for Second Floor
67	Extra rate for Third Floor
68	20 mm thick cement plaster 1:4.
69	Extra rate for First Floor
70	Extra rate for Second Floor
71	Extra rate for Third Floor
72	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
73	Total Qty for all floor
74	Extra rate for First Floor
75	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp
76	U-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia.
77	Providing and fixing U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
78	UPVC 110 mm bend
79	Providing and fixing SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
80	UPVC 110 mm coupling/socket
81	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
82	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
83	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
84	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
85	Total all Floors
86	Extra rate for First Floor
87	Extra rate for Second Floor
88	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
89	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
90	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads.
91	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
92	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material)
93	Ground Floor
94	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material
95	Total qty for all floor
96	Extra rate for First Floor
97	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm
98	Total Qty for all floor
99	Extra rate for First Floor
100	Extra rate for Second Floor
101	Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm
102	Total Qty for all floor
103	Extra rate for First Floor
104	Extra rate for Second Floor
105	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
106	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
107	Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
108	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
109	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects.
110	Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles havepigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm
111	Total Qty for all floor
112	Extra rate for First Floor
113	Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
114	Supply & Fixing of door frames (Chowkhats) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour) , 3 Nos 100mm but hinges 2mm thick, 6 Nos 1.2mm thick CRCA electroplated stiffner, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.
115	Doors frame of size 80mm x 50mm with 37 mm wide single rebate for 35mm door shutter .
116	Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
117	Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate.
118	Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
119	Glazed Windows shutter Section 47mm x 20mm (Without Glass)
120	Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch
121	Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item)
122	Float glass panes of 5mm thickness
123	Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM)
124	Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
125	Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :
126	For fixed portion and chawkhats
127	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
128	Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material from market to workshop & workshop to site of work.
129	Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge.
130	Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects.
131	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. III (size of door 851mm to 1000mm)
132	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
133	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
134	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm
135	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm
136	300mm x 16mm
137	250mm x 16mm
138	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
139	Total Qty for All Floor
140	Extra rate for First Floor
141	Extra rate for Second Floor
142	Extra rate for Third Floor
143	Providing & fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3mm lugs, 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
144	Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects
145	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
146	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
147	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
148	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
149	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
150	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
151	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
152	Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
153	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
154	Construction of Plinth protection complete as per drawing.
155	Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
156	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
157	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
158	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
159	Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
160	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.
161	Construction of Workshop Block (Single Storey) In RCC Frame Structure having provision of foundation for G+1 Storey
162	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
163	Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
164	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
165	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
166	Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
167	Lintels
168	Total all Floor
169	Extra rate for First Floor
170	Shelves
171	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
172	Beams
173	Extra rate for First Floor
174	Columns (Rectangular & Square)
175	Total all Floor
176	Extra rate for First Floor
177	Total qty for all floor
178	Extra rate for First Floor
179	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
180	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
181	Total qty for all floor
182	Extra rate for First Floor
183	Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)
184	Total qty for all floor
185	Extra rate for First Floor
186	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
187	Total qty for all floor
188	Extra rate for First Floor
189	Centring and shuttering for stair cases with sloping withsoffits including risers and stringers.
190	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
191	Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded.
192	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
193	Total qty for all floor
194	Extra rate for First Floor
195	First class burnt brick work laid in cement sand mortor 1:4 in first storey upto 4 metres above plinth level.
196	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
197	Total Qty for all floor
198	Extra rate for Second Floor
199	12.5mm thick cement plaster 1:5.
200	Extra rate for First Floor
201	20 mm thick cement plaster 1:5 in two coats work.
202	Extra rate for First Floor
203	12.5 mm thick cement plaster 1:4.
204	Extra rate for First Floor
205	Extra rate for Second Floor
206	20 mm thick cement plaster 1:4.
207	Extra rate for First Floor
208	Extra rate for Second Floor
209	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp
210	U-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia.
211	Providing and fixing U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
212	UPVC 110 mm bend
213	Providing and fixing SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
214	UPVC 110 mm coupling/socket
215	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
216	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
217	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
218	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
219	Total all Floors
220	Extra rate for First Floor
221	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
222	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads.
223	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
224	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material
225	Total qty for all floor
226	Extra rate for First Floor
227	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm
228	Extra rate for First Floor
229	Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm
230	Total Qty for all floor
231	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
232	Total Qty for all floor
233	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
234	Extra for marble stone flooring in treads of steps and risers using single lengthup to 2.00 metre.
235	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
236	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects.
237	Strips in Term of Rmt 100mm wide
238	Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles havepigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm
239	Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
240	Providing and fixing stair case railing made out of M.S. square bars 20mm x 20mm as vertical part 0.70 m high fixed with M.S. base plate of 40mm x 40mm x 6mm and flat iron 40mm x 6mm as hand rail complete in all respect.
241	Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete
242	Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter.
243	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
244	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. III (size of door 851mm to 1000mm)
245	Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together , at the end, by and locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exect size of opening where rolling shutter is to be fixed)
246	Providing and fixing ball bearing for push and pull type rolling shutters, from 9.20 to 12 sqm area
247	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
248	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
249	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm
250	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm
251	Flush Door + PVC Door
252	Wire gauge Hollock wood door shutter without springs housed in chowkhat.35 mm thick
253	Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items)
254	Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects.
255	Extra for providing & fixing Steel Tube beading size 12mm x 12mm, 18 guage of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & Ventilators complete in all respect
256	Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqmexceeding 0.4 sqm of area
257	Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
258	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
259	Extra rate for First Floor
260	Providing & fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3mm lugs, 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
261	Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects
262	Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:-Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
263	Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick
264	Providing and fixing Gutter 250mm wide with PPGL 0.50 thick (TCT) manufactured from zinc / aluminium alloy coated high tensile steel, having minimum yield strength of 550 MPa of approved colour fixed by means of self-drilling screws limped washers as per the manufactures guidelines complete in all respect and to the entire satisfaction of engineer in charge.
265	Providing and fixing covering 200mm wide G.I.Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
266	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
267	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
268	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
269	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
270	Qty same as flush doors
271	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
272	Qty same as above
273	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
274	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
275	Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
276	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
277	Construction of Plinth protection complete as per drawing.
278	Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
279	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
280	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
281	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
282	Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
283	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.
284	Construction of Black Oil Room (Single Storey) In RCC Frame Structure
285	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
286	Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
287	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
288	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
289	Total a+b:-
290	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
291	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
292	Extra rate for First Floor
293	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
294	Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
295	Lintels
296	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
297	Beams
298	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
299	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
300	Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams.
301	12.5mm thick cement plaster 1:5.
302	Extra rate for First Floor
303	20 mm thick cement plaster 1:5 in two coats work.
304	Extra rate for First Floor
305	12.5 mm thick cement plaster 1:4.
306	Extra rate for First Floor
307	20mm thick cement plaster 1:4 in two coat work.
308	Extra rate for First Floor
309	Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.60 mm (+ 0.05 %) thick
310	Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:-Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
311	Weight as per detailed attached
312	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads.
313	Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
314	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material)
315	Ground Floor
316	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
317	Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
318	Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing
319	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
320	Extra Labour rate if Kota stone/ sand stone in treads of steps and risers using single length.
321	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects.
322	Strips in Term of Rmt 100mm wide
323	Supply & Fixing of door frames (Chowkhats) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour) , 3 Nos 100mm but hinges 2mm thick, 6 Nos 1.2mm thick CRCA electroplated stiffner, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.
324	Doors frame of size 80mm x 50mm with 37 mm wide single rebate for 35mm door shutter .
325	Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
326	Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate.
327	Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
328	Glazed Windows shutter Section 47mm x 20mm (Without Glass)
329	Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch
330	Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item)
331	Float glass panes of 5mm thickness
332	Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM)
333	Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
334	Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects.
335	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
336	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
337	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. III (size of door 851mm to 1000mm)
338	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm
339	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
340	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
341	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
342	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
343	Total a+b:-
344	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
345	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
346	Qty same as flush doors
347	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
348	Qty same as above
349	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
350	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
351	Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
352	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
353	Construction of Plinth protection complete as per drawing.
354	Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
355	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
356	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
357	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
358	Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
359	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.
360	Construction of Security Room Blocks (Single Storey)
361	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
362	Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
363	Chlorpyriphase 20 EC @ 0.63 ltr/sqm
364	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
365	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
366	Total a+b:-
367	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
368	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
369	Total qty for all floor
370	Extra rate for First Floor
371	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
372	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
373	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
374	Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
375	Lintels
376	Shelves
377	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
378	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
379	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
380	Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams.
381	12.5mm thick cement plaster 1:5.
382	20 mm thick cement plaster 1:5 in two coats work.
383	Area Same as above
384	12.5 mm thick cement plaster 1:4.
385	Extra rate for First Floor
386	20mm thick cement plaster 1:4 in two coat work.
387	Extra rate for First Floor
388	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia.
389	Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend
390	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
391	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
392	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
393	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
394	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
395	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
396	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads.
397	Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
398	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material)
399	Ground Floor
400	Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm
401	Total Qty for all floor
402	Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm
403	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
404	Extra for marble stone flooring in treads of steps and risers using single lengthup to 2.00 metre.
405	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
406	Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles havepigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm
407	Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
408	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects.
409	Supply & Fixing of door frames (Chowkhats) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour) , 3 Nos 100mm but hinges 2mm thick, 6 Nos 1.2mm thick CRCA electroplated stiffner, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge.
410	Doors frame of size 80mm x 50mm with 37 mm wide single rebate for 35mm door shutter .
411	Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
412	Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate.
413	Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge.
414	Glazed Windows shutter Section 47mm x 20mm (Without Glass)
415	Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch
416	Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item)
417	Float glass panes of 5mm thickness
418	Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM)
419	Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
420	Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects.
421	Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :
422	For fixed portion and chawkhats
423	For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
424	Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge.
425	Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
426	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
427	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. III (size of door 851mm to 1000mm)
428	Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm
429	Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material from market to workshop & workshop to site of work.
430	Qty same as 17.45
431	Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
432	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
433	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
434	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
435	Total a+b:-
436	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
437	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
438	Qty same as flush doors
439	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
440	Qty same as above
441	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
442	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
443	Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
444	Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
445	Construction of Plinth protection complete as per drawing.
446	Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
447	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
448	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
449	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
450	Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
451	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.
452	Dismentling of Existing Unsafe Buildings
453	Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods.
454	Dismantling concrete
455	Reinforced cement concrete
456	Removing doors and windows together with the dismantling of walls
457	windows
458	Dismantling brick work tile, masonry or tile liningIn cement
459	Stripping and stacking iron sheets of a roof including ridging, flashing, eaves boards gutters and down pipes.
460	Add for roof trusses of iron or wood, (rafters, purling etc.) in case of item Nos. 8.10 and 8.11
461	Dismantling cement conglomerate floors 25mm to 50mm thick including concrete base.
462	Disposal of Malba ouitside the premises including loading and unloading as desired by Engineer in charge.
463	Credit of Material to be received from dismentling
464	Bricks from dismenling of Brick work
465	Brick/Tile bats
466	Old Doors Complete set as fuel wood
467	Old Window Complete set as fuel wood
468	Old/ Rusted Steel from Dismentling of RCC
469	Construction of Washing Bay 1 Nos
470	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
471	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
472	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
473	Footings
474	Walls
475	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
476	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
477	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
478	Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
479	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
480	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
481	Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type
482	Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
483	Extra rate for Smooth Surface of Ceiling.
484	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
485	Construction of Inspection Dugs 2 Nos
486	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
487	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
488	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
489	Footings
490	Walls upto P.L
491	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
492	Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
493	First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
494	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
495	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
496	Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
497	Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles havepigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm
498	Total Qty for all floor
499	Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm.
500	Extra rate for Smooth Surface

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