BOQ OF CIVIL WORKS FOR CONSTRUCTION OF 350 SEATERS BOYS HOSTEL FOR UNDER GRADUATE STUDENTS  AT NATIONAL INSTITUTE OF TECHNOLOGY, KURUKSHETRA
(BASED ON HSR-1988 & LATEST SANCTIONED PREMIUM W.E.F. 01-01-2008)
Sr. No.	HSR No.	Description	Qty.	Unit
		SUB PART-I: INTERNAL CIVIL WORKS (SCHEDULE ITEMS)
1	6.27	Clearing grass and removal of the rubbish upto distance of 50m outside the periphery of the area cleared	13800	100 Sqm
2	6.6	Earth work in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2 mtrs. 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 mtrs.	6580	100 Cum
3	6.2 c ii	Earth work in excavation in ordinary soil exclusive of compensation of earth
		Overall Lead  120 mtrs	6580	100 Cum
4	9.9 + note-II (a)	Centring & shuttering for columns ( square or rectangular or polygonal in plan) (Third Storey)	40	Sqm
		Fifth storey	450	Sqm
5	10.56 + note v b	Cement concrete 1:4:8 with stone aggregate 20mm nominal size in first storey ypto 4 metres above plinth level (Third Storey)	6	Cum
		Fifth storey	45	Cum
6	10.39	Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (upto 1.5m depth)
		For Foundation	410	Cum
		For Paved Area	450	Cum
7	10.39+ Note (v) 2	Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (upto 2m depth)	70	Cum
8	10.90 + 10.95 (a)	Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestal and approach slabs of bridges etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects (for works upto 1.5m below grounds level)	1983	Cum
9	10.86+ 10.95 (a)	Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position, complete in all respects.
	10.86+ 10.95 (a)	-do- (first storey)	850	Cum
	10.86+ 10.95 (a)+ note(v)(b)	-do- (second storey)	610	Cum
	10.86+ 10.95 (a)+ note(v)(b)	-do- (third storey)	370	Cum
	10.86+ 10.95 (a)+ note(v)(b)	-do- (forth storey)	330	Cum
	10.86+ 10.95 (a)+ note(v)(b)	-do- (fifth storey)	12	Cum
10	10.87+ 10.95 (a)	Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls (10cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects.
	10.87+ 10.95 (a)	-do- (first storey)	13	Cum
	10.87+ 10.95 (a)	-do- (second storey)	10	Cum
	10.87+ 10.95 (a)	-do- (third storey)	10	Cum
	10.87+ 10.95 (a)	-do- (forth storey)	10	Cum
	10.87+ 10.95 (a)	-do- (fifth storey)	4	Cum
	10.87+ 10.95 (a)	-do- (Sixth storey)	1	Cum
11	10.88 + 10.95 (a)	Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size for reinforced concrete work circular or curved columns excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.
		-do- (first storey)	5	Cum
	10.88 + 10.95 (a) + note(v)(b)	-do- (second storey)	3	Cum
12	10.81	Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.
	10.81 + note (v)(b)	-do- (first storey)	20	Cum
	10.81 + note (v)(b)	-do- (second storey)	15	Cum
	10.81 + note (v)(b)	-do- (third storey)	12	Cum
	10.81 + note (v)(b)	-do- (forth storey)	12	Cum
13	10.82 + 10.95 (a)	Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size for reinforced concrete work in slab with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.
	10.82 + 10.95 (a)+note(v)(b)	-do- (first storey)	405	Cum
	10.82 + 10.95 (a)+note(v)(b)	-do- (second storey)	390	Cum
	10.82 + 10.95 (a)+note(v)(b)	-do- (third storey)	350	Cum
	10.82 + 10.95 (a)+note(v)(b)	-do- (forth storey)	313	Cum
	10.82 + 10.95 (a)+note(v)(b)	-do- (fifth storey)	10	Cum
	10.82 + 10.95 (a)+note(v)(b)	-do- (Sixth storey)	1	Cum
14	10.89 + 10.95 (a)	Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size for reinforced concrete work in fascias, parapet and other thin vertical sections, not covered by items nos. 10.82, 10.86-10.88 not exceeding 10 cm excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.
	10.89 + 10.95 (a)	-do- (first storey)	10	Cum
	10.89 + 10.95 (a)+note(v)(b)	-do- (second storey)	10	Cum
	10.89 + 10.95 (a)+note(v)(b)	-do- (third storey)	10	Cum
	10.89 + 10.95 (a)+note(v)(b)	-do- (forth storey)	10	Cum
	10.89 + 10.95 (a)+note(v)(b)	-do- (fifth storey)	2	Cum
	10.89 + 10.95 (a)+note(v)(b)	-do- (Sixth storey)	1	Cum
15	18.22	Cold twisted deformed (ribbed/tor steel) bars for R.C.C. works where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.	7015	Qtl
16	10.114	Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration at 1.65kg per sqm. laid hot and sanded.	250	Sqm
17	10.132	Cement concrete 1:2:4 with stone aggregate 20mm nominal size in pavement, roads, taxi-tracks and run ways, laid to required slope and camber, i/c consolidation, finishing and tamping complete.	640	Cum
18	11.2	First class brickwork laid in cement sand mortar 1:6 in foundation and plinth.	600	Cum
19	11.7	First class brickwork laid in cement sand mortar 1:6 in first storey upto 4 meter above plinth level.
		-do- (first storey)	600	Cum
	11.7+11.41 (i)	-do- (second storey)	575	Cum
	11.7+11.41 (i)	-do- (third storey)	507	Cum
	11.7+11.41 (i)	-do- (forth storey)	507	Cum
	11.7+11.41 (i)	-do- (fifth storey)	300	Cum
	11.7+11.41 (i)	-do- (Sixth storey)	14	Cum
20	11.42	Extra for brick work in Square or rectangular pillars in buildings	50	Cum
21	11.45 c	Extra for brick work curved on plan up to a mean radius not exceeding 6 metres	50	Cum
22	11.47	11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement in foundation & plinth	250	Sqm
23	11.48 (a)	11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure in first storey
		-do- (first storey)	1398	Sqm
	11.48 (a) + note (iv)(a)	-do- (second storey)	1269	Sqm
	11.48 (a) + note (iv)(a)	-do- (third storey)	1228	Sqm
	11.48 (a) + note (iv)(a)	-do- (forth storey)	1228	Sqm
	11.48 (a) + note (iv)(a)	-do- (fifth storey)	300	Sqm
24	11.81	Dressing, chamfering of bricks to require shape in masonry work	8000	100 Each
25	13.43	Providing & embedding 100mm dia HCI rain water without ears ISI mark pipe in cement mortar during masonry work	950	Mtr.
26	13.46 (a)	Extra over rate of item No.13.43 and 13.45 (a) in case lead joints are used instead of cement joints
		100 mm diameter pipe	710	Each
27	13.49	Providing & fixing CI plain bends in position with gutter etc.
	(a)	For 100mm diameter pipe	144	Each
28	13.50	Top Khurra 0.6 m x 0.6 m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.	90	Each
29	13.55	Supplying & fixing in position GI pipe class ‘B’ Spouts in chajjas and cantilevers.
	(c)	25 mm internal dia. G.I. pipe	45	Mtr.
	(d)	40 mm internal dia. G.I. pipe	45	Mtr.
30	13.57	Bottom Khurra on ground 1.2m x 0.6m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12mm thick cement plaster 1:3.	90	each
31	13.62	Providing and laying four courses of water proofing treatment consisting of first and third course of blown type bitumen grade 85/25 applied hot at 1.6 kg per sqm. For each course and second course of fibre glass RP Tissue and fourth and final course of stone grit 6 mm and down size or pea-sized grit spread at 0.006 cum per sqm. including preparation of surface.	100	sqm
32	13.64	Cement concrete 1:2:4 gola 10cmx10cm quadrant along junction of roof with parapet wall finished smooth where specially specified.	1011	Mtr.
33	13.66	Providing and laying cinder concrete in cement 1:15 (1 cement: 15 cinder) on terraced roofs, laid to slope, including consolidating the same.
	13.66+  note (III)	-do- (second storey)	52	Cum
	13.66+  note (III)	-do- (third storey)	49	Cum
	13.66+  note (III)	-do- (forth storey)	49	Cum
34	14.1-10.26 Based derived rate	Sand filling under floor i/c laying consolidation, compaction & watering etc.	7500	Cum
35	14.1	Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand or stone filling	3453	Sqm.
36	14.4	Screed of 50mm thick concrete 1:8:16 to be laid below the topping.
	14.4+ note (I)	-do- (second storey)	2821	Sqm
	14.4+ note (I)	-do- (third storey)	2393	Sqm
	14.4+ note (I)	-do- (forth storey)	2393	Sqm
	14.4+ note (I)	-do- (fifth storey)	180	Sqm
	14.4+ note (I)	-do- (Sixth storey)	10	Sqm
37	14.8	Conglomerate floor 25mm thick cement concrete topping 1:2:4
	14.8 + note	-do- (first storey)	160	Sqm
	14.8 + note	-do- (second storey)	130	Sqm
	14.8 + note	-do- (third storey)	130	Sqm
	14.8 + note	-do- (fourth storey)	130	Sqm
38	14.10	Conglomerate floor 50mm thick cement concrete topping 1:2:4	550	Sqm
39	14.3	Floating coat of 1.50mm thick neat cement laid in one operation to the topping.	550	Sqm
40	14.25 (a) (ii)	Terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and top layer as specified below:-
		With grey Cement :- 43mm thick with top layer 9mm thick with white marble Makrana/Narnaul chipping of size above 4mm but upto 7mm laid in cement marble powder mix in the ratio of 3:1 (3 parts of cement and one part of marble powder) by weight in proportion of 4:7 (4 parts of cement marble powder mix :7 parts of white chips) by volume complete
	14.25 (a) (ii)	-do- (first storey)	970	Sqm
	14.25 (a) (ii) note (i)	-do- (second storey)	970	Sqm
	14.25 (a) (ii) note (i)	-do- (third storey)	970	Sqm
	14.25 (a) (ii) note (i)	-do- (forth storey)	970	Sqm
	14.25 (a) (ii) note (i)	-do- (fifth storey)	50	Sqm
41	14.26 (a) (i)	Terrazzo skirting or dado or on wall face rubbed and polished to a granolithic finish under layer 12mm thick cement coarse sand plaster 1:3  and top layer as specified below:-
		With grey Cement :- 18mm thick with top layer 9mm thick with white marble Makrana/Narnaul chipping of size 1mm to 4mm  laid in cement marble powder mix in the ratio of 3:1 (3 parts of cement and one part of marble powder) by weight in proportion of 4:7 (4 parts of cement marble powder mix :7 parts of white chips) by volume complete
	14.26 (a) (i)	-do- (first storey)	180	Sqm
	14.26 (a) (i) note (i)	-do- (second storey)	180	Sqm
	14.26 (a) (i) note (i)	-do- (third storey)	180	Sqm
	14.26 (a) (i) note (i)	-do- (forth storey)	180	Sqm
	14.26 (a) (i) note (i)	-do- (fifth storey)	20	Sqm
42	14.45 with note + Note I of Ch. 14	Precast colour chequered tiles of 20 mm thickness in ordinary  grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings
		First story	66	Sqm
		-do- (second storey)	66	Sqm
		-do- (third storey)	66	Sqm
43	14.49	Marble stone flooring 20 mm to 25 mm hick slab including matching  grains of marble laid in any pattern as specified over base of 12 mm thick cement course sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing (using he marble stone slab of size more than 0.38 sqm each)
	a	White marble
		(i) White makrana marble (1 st Quality)
	14.49 + note (i)	-do- (first storey)	900	Sqm
	14.49 + note (i)	-do- (second storey)	490	Sqm
	14.49 + note (i)	-do- (third Storey)	25	Sqm
	14.49 + note (i)	-do- (forth storey)	25	Sqm
44	14.50	Extra for nosing in marble stone for treads	98	mtr
45	14.51	Extra for marble stone flooring in treads of step not exceeding 30 cm in width.	50	Sqm
46	14.52	Marble stone 20mm to 25 mm thick in risers of step, skirting, dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing , including labour for fixing cramps, pins and dowels etc. (using size of marble slab above 0.38 sqm. each)
	a	White marble
		(i) White makrana marble (1 st Quality)
		-do- (first storey)	150	Sqm
		-do- (second storey)	100	Sqm
		-do- (third storey)	25	Sqm
		-do- (forth storey)	25	Sqm
47	14.62	Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing
	14.62+note (i)	-do- (first storey)	1900	Sqm
	14.62+note (i)	-do- (second storey)	1500	Sqm
	14.62+note (i)	-do- (third storey)	1200	Sqm
	14.62+note (i)	-do- (fourth storey)	1200	Sqm
	14.62+note (i)	-do- (fifth storey)	180	Sqm
48	14.64	Extra for Kotah stone flooring in treads of steps not exceeding 30 cm in width	350	sqm
49	14.65	Extra for nosing in treads of steps of Kotah stone slab	1400	mtr
50	14.66	Kotah stone  20 mm  thick in skirting, risers of steps, dados and wall facing (lining) and pillars laid on  12 mm thick  cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing clamps, dowls and pins etc.
	14.66 +note (i)	-do- (first storey)	225	Sqm
	14.66 +note (i)	-do- (second storey)	194	Sqm
	14.66 +note (i)	-do- (third storey)	173	Sqm
	14.66 +note (i)	-do- (fourth storey)	173	Sqm
	14.66 +note (i)	-do- (fifth storey)	7	Sqm
	14.66 +note (i)	-do- (Sixth storey)	5	Sqm
51	14.81 (b)	Providing and fixing PVC strips, 40mm wide in floors
		5.5 mm thick	8300	metre
52	15.7	12mm thick cement plaster 1:6 on wall
	15.7+note 1	-do- (first storey)	3682	Sqm
	15.7+note 1	-do- (second storey)	3240	Sqm
	15.7+note 1	-do- (third storey)	2900	Sqm
	15.7+note 1	-do- (forth storey)	2981	Sqm
	15.7+note 1	-do- (fifth storey)	45	Sqm
	15.7+note 1	-do- (Sixth storey)	33	Sqm
53	15.12	15mm thick cement plaster 1:6 on the rough side of singe or half brick
	15.12 +note (1)	-do- (first storey)	3682	Sqm
	15.12 +note (1)	-do- (second storey)	3240	Sqm
	15.12 +note (1)	-do- (third storey)	2900	Sqm
	15.12 +note (1)	-do- (forth storey)	2981	Sqm
	15.12 +note (1)	-do- (fifth storey)	45	Sqm
	15.12 +note (1)	-do- (Sixth storey)	33	Sqm
54	15.10	15mm thick cement plaster 1:4 on the rough side of singe or half brick
		-do- (first storey)	1200	Sqm
	15.10+note (1)	-do- (second storey)	1200	Sqm
	15.10+note (1)	-do- (third storey)	1200	Sqm
	15.10+note (1)	-do- (forth storey)	1200	Sqm
	15.10+note (1)	-do- (fifth storey)	2500	Sqm
55	15.18	Rough cast exterior cement plaster on walls with a mixture of sand and gravel or crushed stone graded from 2.36 mm to 12mm nominal size dashed over and including fresh plaster in 2 coats, first coat 10mm cement plaster 1:4 finished coat 10 mm cement plaster with cement mortar 1:3 (1 cement, 3 sand, mixed with 10% finely ground hydrated lime by volume of cement including arises, chamfers and/ or rounded angles not exceeding 80mm in girth.
	15.18 + note (I)	-do- (first storey)	3206	Sqm
	15.18 + note (I)	-do- (second storey)	2837	Sqm
	15.18 + note (I)	-do- (third storey)	2517	Sqm
	15.18 + note (I)	-do- (forth storey)	2168	Sqm
	15.18 + note (I)	-do- (fifth storey)	1322	Sqm
56	15.51	10 mm thick cement plaster 1:3  on underside of ceiling
	15.50 + Note (1)	-do- (first storey)	4043	Sqm
	15.50 + Note (1)	-do- (second storey)	4400	Sqm
	15.50 + Note (1)	-do- (third storey)	3200	Sqm
	15.50 + Note (1)	-do- (fourth storey)	3150	Sqm
	15.50 + Note (1)	-do- (fifth storey)	200	Sqm
	15.50 + Note (1)	-do- (sixth storey)	10	Sqm
57	15.79	20mm thick raised or sunk cement mortar band/drip course in cement mortar 1:4 (3 cm width)	2100	m/cm width
58	15.81	Extra for plastering on circular work not exacting 6 metres in radius:-in  two coats	900	Sqm
59	15.77	20mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 Kg. per sqm laid hot and sanded:-
	(a)	Vertical
	15.77 + Note (1)	-do- (second storey)	250	Sqm
	15.77 + Note (1)	-do- (third storey)	200	Sqm
	15.77 + Note (1)	-do- (forth storey)	200	Sqm
	(b)	horizontal
	15.77 + Note (1)	-do- (second storey)	150	Sqm
	15.77 + Note (1)	-do- (third storey)	150	Sqm
	15.77 + Note (1)	-do- (forth storey)	150	Sqm
60	15.80	Extra for lining out rough cast/pebble/cement plaster and terrazzo finished surfaces on walls to imitate stone or concrete block lining	12363	Sqm
61	17.69 (b)	P/F wooden handrail of required shape and design with necessary screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position: Commercial hard wood, such as hollock, champ, chikrassy etc. (Non-ciniferous timber other than teak conforming to I.S. specification No. 1003 kiln seasoned)	5	Cum
62	17.90 (a)-note-1 of 17.18	Factory manufactured panelled door or glazed window shutter of  commercial hard wood such as hollock, champ, chikrassy and chaplash etc. (non-confireous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned) with 100mm vide vertical styles, 150mm vide lock rail, 200mm vide bottom rail & 100mm vide others rail with panelles of 15mm thick, tongued and grooved of  commercial hard wood  i./c the cost of iron hinges, screws, chocks/cleats, stops, nails etc. complete fixed in position excluding the cost of any fittings other tham specified above  but including the labour for fixing the same in possition
		For Glazed windows (30mm thick)	479	Sqm
63	17.92 -note-1 of 17.18	Factory manufactured wire glaze door and window shutter of Wire Gauge Commercial hard wood such as hollock, champ, chikrassy and chaplash (non-confireous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned) with 100mm vide vertical styles, 150mm vide lock rail, 200mm vide bottom rail & wire gauze of 140G or 120G designation  i./c the cost of iron hinges, screws, chocks/cleats, stops, nails etc. complete fixed in position excluding the cost of any fittings other tham specified above  but including the labour for fixing the same in possition
	(i)	30mm thick (Window shutters)	479	Sqm
	(ii)	35mm thick (Doors)	900	Sqm
64	17.93(a)- note (i) of 17.18	Factory manufactured solid flush door shutters with black board, core as per I.S .No. 1659-1969 bounded with water proof type phenol formaldehyde synthetic resin, hot pressed, conforming to I.S.2202 part I and II, fixed in position i/c iron hinges, screws, chocks/cleats and stops, etc. excluding the cost of any fittings other than specified above, but i/c labour for fixing the same in position
	(a)	Commercial veenering with vertical grains or cross bands and face vener on both sides commercial facing its laminated core and lipped edges.
	(iii)	35mm thick	1650	Sqm
	(i)	25mm thick	815	Sqm
65	17.71	Cost of Iron fittings complete for doors and windows, such as tower bolts, handles etc., and screws for these fittings (excluding sliding bolt)
	(a)	For single leaf shutter	3280	Sqm
	(b)	For double leaf shutter	1110	Sqm
66	17.87	Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws etc., complete	100	Sqm
67	17.81(b)	Providing & fixing M.S. double acting spring hinges with necessary screws, etc. complete-125mm	5	Each
68	17.79 (b)	Providing & fixing helical door spring 150mm (superior quality), including necessary screw, complete
		Iron	510	Each
69	17.78 [c]	Providing & fixing 150mm hasps and staples with necessary screws, etc., complete
		Iron	790	Each
70	17.83 [c]	Providing and fixing sliding bolt with nuts and screws, etc. complete
	(C)	Iron
	(i)	Size 300 x 16mm	73	Each
	(ii)	Size 250mm x 16mm	740	Each
71	18.12	Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders grills, grating frames, window guard iron doors openable of fixed staircase of parapet or any other type of railing, gates and tree guards etc. including cost of screws and welding rods or bolts and nuts complete fixed in position.	365	Qtl.
72	18.30	S/F glass panes including special metal sash putty of approved make
	(b)	Glass panes 4mm thick, exceeding 40 sq.dm.area	1424	Sqm
73	Top note (v) of chapter 17	Extra for providing and fixing frosted glass instead of ordinary glass	98	Sqm
74	18.34	Pressed steel sheet frames (chowkhats), consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications including bolts for fixing stops, lock notch provision for receiving tower bolts and finished with one coat of ready mixed paint red lead non-setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:-
	(a)	Size 89mm x 50mm x 40mm wide single rebate	4710	Mtr.
	(b)	Size76mm x 38mm x 35mm wide single rebate	3610	Mtr.
	(c )	Size 127mm x 50mm x 40mm wide dobule rebate	9210	Mtr.
75	16.1	Preparation of plywood surface for painting including sand papering the surface and applying with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete (with first quality paint)	10808	Sqm.
76	16.2	Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc.	10808	Sqm.
77	16.3	Applying two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or metallic or plastered or concrete surfaces to give an even shade (with first quality paint)	29000	Sqm.
78	16.9	Applying priming coat with metal primer on new steel or iron work including preparation of surface with first quality paint)	18389	Sqm.
79	16.25	Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface	40755	Sqm
80	16.52	Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying 1 coat of linseed oil and filling with approved quality filler consisting of white led, linseed oil, warnish and chalk mitti including finishing the surface to the required finish complete.	40755	Sqm.
81	16.58	Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work.	40755	Sqm.
82	16.61	Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work two coats to give an even shade.	43490	Sqm
83	24.35	Providing and fixing premoulded bituminous joint filler, for expansion joints, including the cost of sealing compound and primer coat.
		(ii) 25mm wide	42210	Per mtr. per cm depth
84	30.103	Painting H.C.I. soil, waste, vent and pipes and fitting with ordinary quality synthetic enamel paint in all shades on existing or new work two coats paints including cleaning, rubbing etc.
	(a)	100mm internal diameter	1600	Mtr.
	(b)	75mm internal diameter	576	Mtr.
Sr. No.	HSR No.	Description	Qty.	Unit	Rates to be Quoted by Contractor (In Rs.) In Figure and In Words
		SUB PART-II: INTERNAL CIVIL WORKS (NON-SCHEDULE ITEMS)
		The rate quoted by the contractor shall be for all heights and levels as per drawings and for all scaffolding work and other connecting operations for below mentioned items.
1	NS	Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations:
	a	Applying and grouting a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with proprietary water proofing compound conforming to IS : 2645 over the RCC slab including cleaning the surface before treatment
	b	Laying cement concrete using broken bricks/ brick bats 25 m to 100 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary  water proofing compound conforming to IS 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS 2645 to required slope and treating similarly the adjoining walls up to 300mm height including rounding of junctions of walls and slabs.
	c	After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645
	d	Finishing the surface with 20mm thick joint less cement mortar of mix 1:4 (1 cement:4 coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300mmx300mm square.
	e	The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.  All above operations to be done in order and as directed and specified by the Engineer-in-Charge.
	f	With average thickness of 120 mm and minimum thickness at khurra as 65mm	3980	sqm
2	NS	Supplying chemical emulsion, Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL ANTI-termite treatment and creating a continuous chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per following specifications (Plinth area of the building at ground floor only shall be measured for payment) Chlorpyriphos emulsifiable concentrate 20% with 1% concentration.	4500	Sqm
	a	Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area.
	b	Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface
	c	Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface.
	d	Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area.
	e	Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall
3	NS	Providing and fixing 18 mm thick mirror polished, machine cut for Kitchen plateforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 with joints treated with white cement mixed with matching pigment , epoxy touchups, including rubbing , curing etc.and making opening of required size and shape for wash basins/ sinks etc. complete at all levels
		Granite stone	62	sqm
4	NS	Extra for providing edge moulding to granite stone counters including machine polishing to edge to give high gloss finish etc.. Complete in all respects	101	Mtr.
5	NS	Providing and fixing first class plain coloured glazed tiles (of Orient/Somany make) of size 300x200 mm with minimum thickness 5mm in skirting and dado on 12mm thick cement plaster 1:3 (1 cement:3 coarse sand) the back of the tiles to be buttered with grey cement slurry and edges with white cement slurry and to be set in bedding mortar of 1:3 (1 cement: 3 find sand) and jointed with white cement slurry mixed with pigment to match with the colour of the tiles.	2200	Sqm.
6	NS	Providing and laying in floor plain coloured matt finish ceramic  tiles of Orient/Kajaria make, size 300mm x 300mm (thickness as per manufacture)  without warpage, laid on 20mm thick cement mortar 1:3 (1 cement: 3 coarse sand)  including grouting the joints with tile grouts with matching pigment etc. complete in all respects at all heights and levels to the entire satisfaction of the Engineer-in-charge. 25mm thick CC 1:2:4 will be laid before laying the mortar. (First quality anti-skid tiles to be used)	700	Sqm
7	N S	Providing and Fixing 150 mm wide sheet covering over expansion joints with rawl plugs and iron screws as per design to match the colour/shade of wall treatment with3.15mm thick aluminium fluted strips.	463	Meter
8	NS	Providing, laying & fixing including necessary screws 350mm wide 3.15 thick aluminium sheet bend to shape as per drawing/instructions to act as metal cradle on expansion joint including embedding in concrete complete in all respects upto the entire satisfaction of the Engineer-in-charge	224	Mtr.
9	NS	Providing Dr. Fixit pidiseal PS 41G (Gun grade), 42P (Pouring grade) or equivalent for horizontal and vertical expansion joint complete in all respects as per manufacturer detail to the satisfaction of EIC on all the floors.	224	Mtr.
10	N.S.	Providing expansion joints in roof slab, terrace joints filled with bitumen filler or impregnated fiber board etc. all complete as per building specifications and directions of the Engineer-in-charge.
		50mm wide and 20mm deep	1600	Mtr.
11	N.S.	Providing precast CC jali 1:2:4 reinforced with 1:6 mm dia mild steel wire including centering & shuttering, roughening, cleaning, fixing and finishing in CM 1:3 etc. complete excluding plastering of the joints stills and soffits, 100 mm thick	194	Sqm.
12	NS	Providing & Fixing 25mm CP fancing rod in Cupboard complete with all necessary fittings	600	mtr.
13	NS	Providing and laying 300mm dia NP-2 pipe complete with sockets  as per satisfaction of the Engineer-in-charge	200	mtr.
14	NS	Providing and fixing chiken wiremesh complete with screwes and labours as per satisfaction of the Engineer-in-charge	50	Sqm
15	NS	Providing and fixing in position 50mm x 50mm Hollow sq. Pipe for perapet railing or any type of railing including cost of welding roads etc. complete with one coat of primer.	2500	kg
16	NS	Providing & fixing aluminium doors made from 100mm x 44.45mm x 2mm outer frame, 85mmx44.45mmx2mm for door shutters vertical and top horizontal, lock rail and bottom rail 150mmx44.45mmx2mm tubes complete with mortice lock, handles, tower bolts and glazed with 5mm thick float glass (of reputed manufacture) fixed with necessary beadings, Urubber etc. complete in all recepcts and to the entire satisfaction of the Engineer-in-charge	80	Sqm
17	NS	Providing & fixing fixed aluminium glazing made from 100mm x 44.45mm x 2mm thick tube for vertical, top l and bottommembers, intermediate members 44.45mmx44.45mmx2mm  glazed with 5mm thick float glass (of reputed manufacture) fixed with necessary beadings, Urubber etc. complete in all recepcts and to the entire satisfaction of the Engineer-in-charge	100	Sqm
18	NS	Extra for tinted glass instead of plain float glass	100	Sqm
19	NS	Extra for 5mm thick bakelite instead of plain float glass	80	Sqm
20	NS	Extra for 12mm thick laminated board instead of plain float glass	60	Sqm
21	NS	Extra for openable window in fixed partition including tower boalt, handles etc. complete in all respects	50	Sqm
22	NS	Providing & fixing double action floor spring of reputed manufacturer and to the satisfaction of the Engineer-in-charge	20	Each
	NOTE:-	CONTRACTOR WILL USE SHUTTERING OF STEEL PLATES AND SCAFFOLDING OF STEEL PROPS ONLY