Tender For Construction Of Govt Sr. Sec School At Bajwara, Distt: Hoshiarpur (Punjab), Hoshiarpur-Punjab

TDR : 55817998

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Hoshiarpur , Punjab

Tender Brief : Tender For Construction Of Govt Sr. Sec School At Bajwara, Distt: Hoshiarpur (Punjab)

Document Fees
₹ 50000 /-

EMD
₹ 4466002.0 /-

Tender Value
₹ 22.33 Crore /-

Submission Date
25-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	A. CIVIL WORK
2	Construction of Academic Block (G+3 Storey) in RCC Frame Structure as per Architect drawings & PWD Specifications having provision of foundation for G+4 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. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth, in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (34+63=97+5.35%-102.19)
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	Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
7	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.
8	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
9	Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
10	Beams
11	Total all floor
12	Columns (Rectangular & Square)
13	Total all Floor
14	Total qty for all floor
15	Lift Walls
16	Total all Floor
17	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.
18	Lintels
19	Total all Floor
20	Extra rate for First Floor
21	Extra rate for Second Floor
22	Extra rate for Third Floor
23	Extra rate for Fourth Floor
24	Shelves
25	Total all Floor
26	Extra rate for First Floor
27	Extra rate for Second Floor
28	Extra rate for Third Floor
29	Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type
30	Extra rate for Third Floor
31	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
32	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
33	Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey
34	Extra Rate for First Floor
35	Qty. same as Second Floor
36	Extra Rate for Third Floor
37	Extra Rate for Fourth Floor
38	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
39	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
40	Total qty for all floor
41	Extra rate for First Floor
42	Extra rate for Second Floor
43	Extra rate for Third Floor
44	Extra rate for Fourth Floor
45	Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)
46	Total qty for all floor
47	Extra rate for First Floor
48	Extra rate for Second Floor
49	Extra rate for Third Floor
50	Extra rate for Fourth Floor
51	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
52	Total qty for all floor
53	Extra rate for First Floor
54	Extra rate for Second Floor
55	Extra rate for Third Floor
56	Extra rate for fourth Floor
57	Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
58	Total qty for all floor
59	Extra rate for First Floor
60	Extra rate for Second Floor
61	Extra rate for Third Floor
62	Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc
63	Total qty for all floor
64	Extra rate for First Floor
65	Extra rate for Second Floor
66	Extra rate for Third Floor
67	Extra rate for Fourth Floor
68	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
69	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
70	Total qty for all floor
71	Extra rate for First Floor
72	Extra rate for Second Floor
73	Extra rate for Third Floor
74	Extra rate for Fourth Floor
75	Extra rate for Fifth Floor
76	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
77	Total Qty for all floor
78	Extra rate for First Floor
79	Extra rate for Second Floor
80	Extra rate for Third Floor
81	Extra rate for fifth Floor
82	12.5mm thick cement plaster 1:5.
83	Total all floor
84	Extra rate for First Floor
85	Extra rate for Second Floor
86	Extra rate for Third Floor
87	Extra rate for Fourth Floor
88	20 mm thick cement plaster 1:5 in two coats work.
89	Extra rate for First Floor
90	Extra rate for Second Floor
91	Extra rate for Third Floor
92	Extra rate for Fourth Floor
93	12.5 mm thick cement plaster 1:4.
94	Extra rate for First Floor
95	Extra rate for Second Floor
96	Extra rate for Third Floor
97	Extra rate for Fourth Floor
98	Extra rate for Fifth Floor
99	20 mm thick cement plaster 1:4.
100	Extra rate for First Floor
101	Extra rate for Second Floor
102	Extra rate for Third Floor
103	Extra rate for Fourth Floor
104	Extra rate for Fifth Floor
105	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.
106	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
107	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.
108	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.
109	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.
110	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
111	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
112	Total qty for all floor
113	Extra rate for Third Floor
114	Extra rate for fourth Floor
115	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
116	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.
117	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.
118	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
119	Total qty for all floor
120	Extra rate for First Floor
121	Extra rate for Second Floor
122	Extra rate for Third Floor
123	Extra rate for Fourth Floor
124	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
125	Total Qty for all floor
126	Extra rate for First Floor
127	Extra rate for Second Floor
128	Extra rate for Third Floor
129	Extra rate for Fourth Floor
130	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
131	Total Qty for all floor
132	Extra rate for First Floor
133	Extra rate for second Floor
134	Extra rate for Third Floor
135	Extra rate for Fourth Floor
136	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) :
137	Extra rate for First Floor
138	Extra rate for Second Floor
139	Extra rate for Third Floor
140	Extra rate for Fourth Floor
141	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
142	Extra rate for First Floor
143	Extra rate for Second Floor
144	Extra rate for Third Floor
145	Extra rate for Fourth Floor
146	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.
147	Extra labour for projected nosing of stair case of any shape and design (CSR 14.56B 64+5.35%=67.42)
148	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..
149	Extra rate for First Floor
150	Extra rate for Second Floor
151	Extra rate for Third Floor
152	Extra rate for Fourth Floor
153	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.
154	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
155	Total Qty for all floor
156	Extra rate for First Floor
157	Extra rate for Second Floor
158	Extra rate for Third Floor
159	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.
160	Providing and fixing aluminium 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. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium 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) :
161	For fixed portion & Chaukhat
162	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
163	Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge.4mm thick ACP Sheet
164	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item)
165	With float glass panes of 5.5 mm thickness.
166	Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop
167	Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminum doors including necessary cutting and making good etc. complete.
168	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge
169	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
170	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
171	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)
172	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.
173	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)
174	Float glass panes of 5mm thickness
175	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.
176	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.
177	Factory manufactured solid 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 : IS 2202-1) (1999)Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
178	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
179	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
180	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 :
181	300mm x 16mm
182	250mm x 16mm
183	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete
184	I.S.I Designation No. III (size of door 851mm to 1000mm)
185	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece MS sheet outer box with slide plate and with stainless steel cover plate etc. complete as per the direction of Engineer-in-charge.
186	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
187	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.
188	Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability)
189	Total all Floor
190	Extra rate for First Floor
191	Extra rate for Second Floor
192	Extra rate for Third Floor
193	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
194	Total Qty for All Floor
195	Extra rate for First Floor
196	Extra rate for Second Floor
197	Extra rate for Third Floor
198	Extra rate for Fourth Floor
199	Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge.
200	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:-
201	Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
202	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
203	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.
204	Ridges and valleys 45 cm overall, in plain G.I. Sheet 0.80mm fixed with galvanzed iron J. and L. hooks 10mm diameter, G.I. Limpet and bitumen washers complete
205	Providing and fixing factory made lSI marked uninsulated metal fire rated doorset assembly for all non egress appllication areas like shafts etc consisting of galvanized iron steel frame and double leaf shutter, including necessary hardware accessories conforming to FD 12O UD classification of lS 3614 :2021 with fire rating of 120 minutes integrity. The door frame and shutter shall be made out of minimum 1.20 mm thick Gl Sheet with minimum 120 GSM Zinc coating as per lS: 277. The entire fire rated doorset assembly shall be tested in unlatched condition as per lS 17518 (Pat-1) : 2022Frame:The frame shall be of minimum size 90 x 60 mm with grooved profile to lake appropriate fire rated smoke seal, having mitred cut joints (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush Fixing as per lS:4351. The smoke seal material shall be of EPDM in accordance with / ASTM E-84 of minimum size 10 mm x 4 mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed in all four sides to masonry wall opening with CSK/Hex headed fastener of minimum 8 mm dia size and minimum 80 mm long with 8mm dia polyamide sleeves @ 4 numbers at each on vertical sides (up to 21OO mm height) and 2 numbers each on top and bottom sides.Door shutter:The double skin double leaf door shutter shall be consisting of minimum 46 mm thick and having box like struclure, slots cut and holes punched, for fixing hardwares with stiffners as per lS: 16074 including resin bonded honey comb paper core infill material of density 5 kg/cum. lntegral astragals to be provided on meeting styles of double leaf door, each on active and inactive leaf.The door shutters shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935:2002 or butt hinges as per lS 12817 both, of minimum size 1OOx75x3 mm @ minimum 4 numbers hinges per door leaf upto 2100 mm / 2400 mm height or as per test evidence, which ever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories.
206	Accessories Hardware:Fire doorset shall be provided with one number fire rated SS304 grade shaft mortise dead lock, one number 50 mm to 80 mm Back Set with minimum 20mm Square forend with allen key including SS304 dead strike plate conforming to lS 16015/2022 /EN 12209. Two numbers recessed flush pull handle (SS 304) of minimum size 40 mm x 120 mm. One number 300 mm long concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) at bottom with SS dust proof socket and one number minimum 300 mm long concealed flush bolt (Dye-Cast Stainless Steel Finish) at top of inactive leaf of double door, as approved by the Engineer-in-charge.Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per lS: 13871 of approved colour and shade all complete as per manufacturer’s specifications and as per direction of the Engineer-in-charge.lnstallation:The hollow space in the door frame shall be filled / injected with lire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. Rate shall include for complete fire rated door assembly supply and installataon by the approoved manufacturer.
207	Double leaf un-insulated fire rated door of FD 120 UD classification with 120 minutes integrity only as per lS 3614:2021 for non egress application area like shafts etc.
208	Providing and fixing factory made ISI marked un-insulated metal fire rated doorset assembly for all egress applications areas like utility rooms and service areas consisting of galvanized iron steel frame and double leaf shutter including necessary hardware accessories, conforming to FD 120 UD classification of IS 3614:2021 with fire rating of 120 minutes integrity. The door frame and shutter shall be made out of minimum 1.20 mm thick GI Sheet with minimum 120 GSM Zinc coating as per IS: 277. The entire fire rated doorset assembly shall be tested in unlatched condition as per IS 17518 (Part- 1): 2022Frame:The frame shall be of minimum size 90 x 60 mm with grooved profile to take appropriate fire rated smoke seal, having mitred cut joints (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush fixing as per IS: 4351. The smoke seal material shall be of EPDM tested in accordance with ASTM E- 84 of minimum size 10×4 mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed in all three sides to masonry wall opening with CSK/Hex headed fasteners of minimum 8 mm dia size and minimum 80 mm long with 8mm dia polyamide sleeves @ 5 numbers at each on vertical side and 3 numbers on top side.Door shutter: The double skin double leaf door shutter shall be consisting of minimum 46 mm thick and having box like structure, slots cut and holes punched for fixing of hardware with stiffener as per IS 16074 including Resin bonded honey comb paper core infill material of density 5 kg/cum. Each door leaf shall be provided with vision panel, having maximum area of 0.12 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on arrangement and fire rated ceramic tape having minimum size 13x2mm to be fixed all around the glass on both the sides. Integral astragals to be provided for double leaf doors on the meeting style each on both active and inactive leaf. The door shutters shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935: 2002 or butt hinges as per IS 12817 both, of minimum size 100x75x3 mm @ 5 numbers hinges per door leaf upto 2400 mm height or as per test evidence, which ever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories.
209	Hardware Accessories:Fire doorset shall provided with one number fire rated SS 304 grade Mortise dead lock, 50-80 mm Back Set, minimum 20 mm Square forend with allen key Escutcheon of Stainless Steel, and 65/70 mm cylinder with both side key conforming to IS: 16015:2022/EN12209, two pair of D type Pull handle of SS 304 grade of minimum 22 mm dia Centre to centre distance of 300 mm back to back fixing with spindle, one number 300 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) at bottom with SS dust proof socket and one number 600 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) on top of inactive leaf of double door. Two number fire rated surface mounted heavy duty door closer of size EN 3-5 with standard arm, of desired finish conforming to IS 3564/EN 1154..Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per IS:13871 of approved colour and shade all complete as per manufacturer’s specifications and as per direction of the Engineer-in-charge.Installation:The hollow space in the door frame shall be filled / injected with fire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. The rate shall be inclusive of complete fire rated door assembly, supply and installation by the approved manufacturer.
210	Double leaf un-insulated metal fire rated doorset of FD 120 UD classification with 120 minutes integrity only as per IS 3614:2021-For egress application like utility room and service area etc.
211	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.
212	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
213	Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications.
214	Preformed fillers for expansion joints in concrete pavement and structures (non-extruding and resilient type) part-3 Polymer Based (CED 13: building construction practices including painting, varnishing and allied finishing) complete as per IS 1838-3 (2011):
215	Providing and fixing covering 200mm wide Aluminium 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.
216	Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
217	Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
218	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
219	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
220	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.
221	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
222	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.
223	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
224	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
225	Construction of Plinth protection complete as per drawing.
226	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.
227	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
228	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
229	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
230	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
231	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.
232	Construction of Ramp Block (G+2+Roof Storey) in RCC Frame Structure as per Architect drawings & PWD Specifications having provision of foundation for G+4 Storey
233	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. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (34+63-97+5.35%=102.19)
234	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.
235	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
236	Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
237	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.
238	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
239	Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
240	Beams
241	Columns (Rectangular & Square)
242	Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type
243	Fourth Floor (Dummy Column)
244	Extra rate for Third Floor
245	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
246	Qty. same as RCC in Columns of all Floors
247	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
248	Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey
249	Extra Rate for First Floor
250	Qty. same as Second Floor
251	Extra Rate for Third Floor
252	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
253	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
254	Total qty for all floor
255	Extra rate for First Floor
256	Extra rate for Second Floor
257	Extra rate for Third Floor
258	Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)
259	Total qty for all floor
260	Extra rate for First Floor
261	Extra rate for Second Floor
262	Extra rate for Third Floor
263	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
264	Total qty for all floor
265	Extra rate for First Floor
266	Extra rate for Second Floor
267	Extra rate for Third Floor
268	Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
269	Total qty for all floor
270	Extra rate for First Floor
271	Extra rate for Second Floor
272	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
273	Total qty for all floor
274	Extra rate for First Floor
275	Extra rate for Second Floor
276	Extra rate for Third Floor
277	Extra rate for Fourth Floor
278	12.5mm thick cement plaster 1:5.
279	Total all floor
280	Extra rate for First Floor
281	Extra rate for Second Floor
282	20 mm thick cement plaster 1:5 in two coats work.
283	Extra rate for First Floor
284	Extra rate for Second Floor
285	12.5 mm thick cement plaster 1:4.
286	Extra rate for First Floor
287	Extra rate for Second Floor
288	Extra rate for Third Floor
289	Extra rate for Fourth Floor
290	20 mm thick cement plaster 1:4.
291	Extra rate for First Floor
292	Extra rate for Second Floor
293	Extra rate for Third Floor
294	Extra rate for Fourth Floor
295	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
296	Total qty for all floor
297	Extra rate for Third Floor
298	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
299	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.
300	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.
301	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
302	Total qty for all floor
303	Extra rate for Second Floor
304	Extra rate for Third Floor
305	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
306	Total Qty for all floor
307	Extra rate for First Floor
308	Extra rate for Second Floor
309	Extra rate for Third Floor
310	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
311	Total Qty for all floor
312	Extra rate for First Floor
313	Extra rate for second Floor
314	Extra rate for Third Floor
315	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.
316	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.
317	Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability)
318	Total all Floor
319	Extra rate for First Floor
320	Extra rate for Second Floor
321	Extra rate for Third Floor
322	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
323	Total Qty for All Floor
324	Extra rate for First Floor
325	Extra rate for Second Floor
326	Extra rate for Third Floor
327	Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge.
328	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.
329	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
330	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
331	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
332	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
333	Construction of Plinth protection complete as per drawing.
334	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.
335	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
336	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
337	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
338	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
339	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.
340	Construction of Mid day Meal Block (Single Storey)
341	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. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (34+63-97+5.35%=102.19)
342	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.
343	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
344	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 foundation and plinth.
345	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
346	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
347	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.
348	Lintels
349	Total all Floor
350	Shelves
351	Total all Floor
352	Beams
353	Total all floor
354	Columns (Rectangular & Square)
355	Total all Floor
356	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
357	Total qty for all floor
358	Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)
359	Ground Floor
360	Total qty for all floor
361	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
362	Ground Floor
363	Total qty for all floor
364	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
365	Qty. same as RCC in Columns of all Floors
366	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
367	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
368	Total qty for all floor
369	Extra rate for First Floor
370	12.5mm thick cement plaster 1:5.
371	Total all floor
372	Extra rate for First Floor
373	20 mm thick cement plaster 1:5 in two coats work.
374	Extra rate for First Floor
375	12.5 mm thick cement plaster 1:4.
376	Extra rate for First Floor
377	20 mm thick cement plaster 1:4.
378	Extra rate for First Floor
379	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.
380	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
381	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.
382	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.
383	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.
384	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
385	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
386	Total qty for all floor
387	Extra rate for First Floor
388	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
389	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.
390	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.
391	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
392	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) :.
393	Ground Floor
394	Kotah stone tiles 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
395	Ground Floor
396	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.
397	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
398	Door and window frame of size 113mmx60mmxwith 35mm wide single rebate
399	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
400	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)
401	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.
402	Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
403	Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area
404	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
405	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.
406	Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. 1 (size of door up to 700mm)
407	Factory manufactured solid 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 : IS 2202-1) (1999)Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
408	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square
409	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
410	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 :
411	300mm x 16mm
412	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
413	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
414	Ridges and valleys 45 cm overall, in plain G.I. Sheet 0.80mm fixed with galvanzed iron J. and L. hooks 10mm diameter, G.I. Limpet and bitumen washers complete
415	Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
416	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 and 3 course of sand) and joint with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing, dowels, pins and cramps.
417	Ground Floor
418	Extra labour for projected nosing of stair case of any shape and design (CSR 14.56B 64+5.35%=67.42)
419	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.
420	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
421	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat complete
422	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
423	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.
424	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
425	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.
426	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
427	Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
428	Construction of Plinth protection complete as per drawing.
429	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.
430	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
431	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
432	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
433	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
434	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.
435	Construction of Security Guard Room adjoining to Main Gate (Single Storey) (1 Nos)
436	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. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth, in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (34+63=97+5.35%-102.19)
437	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.
438	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
439	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 foundation and plinth.
440	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
441	First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
442	Total qty for all floor
443	Extra rate for First Floor
444	Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
445	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
446	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.
447	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
448	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.
449	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.
450	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.
451	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
452	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
453	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
454	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.
455	Lintels
456	Shelves
457	Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
458	Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
459	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
460	Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
461	Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
462	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.
463	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.
464	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
465	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) :
466	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
467	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.
468	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..
469	12.5mm thick cement plaster 1:5.
470	20 mm thick cement plaster 1:5 in two coats work.
471	12.5 mm thick cement plaster 1:4.
472	20mm thick cement plaster 1:4 in two coat work.
473	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
474	Door and window frame of size 113mmx60mmxwith 35mm wide single rebate
475	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
476	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)
477	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.
478	Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
479	Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area
480	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
481	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.
482	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
483	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
484	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 :
485	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
486	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.
487	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
488	Finishing walls with Premium Acrylic smooth exterior paint 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
489	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.
490	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
491	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
492	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.
493	Construction of Plinth protection complete as per drawing.
494	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.
495	Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
496	First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
497	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
498	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
499	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.
500	Construction of Two Wheeler Parking Shed as per Architect drawings & PWD Specifications

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