Construction Of Observation Home At Madhuban At Karnal, Karnal-Haryana

TDR : 23694624

Tender Notice
BOQ

Expired

Karnal , Haryana

Tender Brief : Construction Of Observation Home At Madhuban At Karnal

Document Fees
₹ 20000 /-

EMD
₹ 1231000.0 /-

Tender Value
₹ 6.15 Crore /-

Submission Date
11-03-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: CONSTRUCTION OF OBSERVATION HOME AT MADHUBAN IN KARNAL DISTT.
1	1	Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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. (HSR 6.6)	3241.24	Cum
2	2	Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)].	1855.6	Cum
3	3	Centering & shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. inclination not exeding 25 degree with horizontal. (HSR 9.1)	34.32	Sqm
4	4	Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28)	213.93	Cum
5	5	Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)	375.33	Cum
6	6	Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)	5.26	Cum
7	7	Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41).	5.44	Cum
8	8	Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size if first storey upto 4 metres above plinth level. (HSR 10.59).	16.88	Cum
9	9	Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.77 + 10.95 (a)].	10.78	Cum
10	10	Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.78 + 10.95 (a)].	10.78	Cum
11	11	Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.81+10.95 (a)]. First Storey	7.08	Cum
12	12	Second Storey	8.32	Cum
13	13	Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)]. First Storey	249.13	Cum
14	14	Second Storey	200.87	Cum
15	15	Third Storey	25.59	Cum
16	16	Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)] First Storey	727.27	Cum
17	17	Second Storey	247.13	Cum
18	18	Third Storey	57.16	Cum
19	19	Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for circular or curved columns excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. [HSR. 10.88 + 10.95 (a)]. First Storey	9.3	Cum
20	20	Second Storey	5.9	Cum
21	21	Third Storey	1.6	Cum
22	22	Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)] Second Storey	16.15	Cum
23	23	Third Storey	35.37	Cum
24	24	Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].	1167.04	Cum
25	25	Providing and laying 80 mm thick ISI marked internlocing paver paver blocks conforming to IS 15658:2006 /IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159). \n(Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).	1407.47	Sqm
26	26	First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2)	297.35	Cum
27	27	First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4)	482.65	Cum
28	28	First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7) First Storey	215.33	Cum
29	29	Second Storey	228.15	Cum
30	30	Third Storey	44.16	Cum
31	31	First class brick work laid in cement sand mortar 1:4 in 1st storey upto 4 metre above plinth level. (HSR 11.9)	1136.33	Cum
32	32	11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]. First Storey	520.38	Sqm
33	33	Second Storey	464.5	Sqm
34	34	Masonry work sing flyash-lime based brick (IS: 12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102) First Storey\nNote:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	215.33	Cum
35	35	Second Storey	228.15	Cum
36	36	Third Storye	44.16	Cum
37	37	Terracing consisting of tiles 22.86 cm x 11.43 Cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13). Second Storey	313.75	Sqm
38	38	Third Storey	1502.61	Sqm
39	39	Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. (HSR 13.50)	19	Each
40	40	Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)].	18.29	Rmt
41	41	Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57)	19	Each
42	42	Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64).	608.38	Rmt
43	43	Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89]. (a) 100 mm dia PVC pipe 6 kg. pressure.\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	24.7	Rmt
44	44	(b) 150 mm dia PVC pipe 6 kg. pressure.	77.74	Rmt
45	45	Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90]. (a) 100 mm dia PVC Bend.\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	18	Each
46	46	(b) 150 mm dia PVC Bend.	20	Each
47	47	Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)	2132.55	Sqm
48	48	Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) Second Storey	1434.59	Sqm
49	49	Third Storey	143.22	Sqm
50	50	Conglomerate floor 40 mm thick Cement Concrete topping 1:2:4. (HSR 14.9)	241.82	Sqm
51	51	Precast 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. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). [HSR 14.45+Note]. First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	37.92	Sqm
52	52	Kotah stone flooring minimum 25 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. (HSR 14.62). First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	1681.26	Sqm
53	53	Second Storey	1109.47	Sqm
54	54	Third Storey	143.95	Sqm
55	55	Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65)	363.41	Rmt
56	56	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 plaster 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 cramps, dowels and pins etc. (HSR 14.66). First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	115.64	Sqm
57	57	Second Storey	92.06	Sqm
58	58	Third Storey	10.71	Sqm
59	59	Providing and fixing glass strips 5.5 mm thick 40 mm wide in floors. (HSR 14.80)	200	Rmt
60	60	Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91). First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	102.48	Sqm
61	61	Second Storey	138.1	Sqm
62	62	Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(b)]. First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	475.39	Sqm
63	63	Second Storey	396.68	Sqm
64	64	Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment yo match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.95). First Storey	24.8	Sqm
65	65	Second Storey	22.61	Sqm
66	66	Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.96). First Storey	33.64	Sqm
67	67	Second Storey	16.1	Sqm
68	68	12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5).	3423.31	Sqm
69	69	12mm thick cement plaster on walls (1:6). (HSR 15.7). First Storey	2404.75	Sqm
70	70	Second Storey	2461.04	Sqm
71	71	Third Storey	386.45	Sqm
72	72	15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10).	3314.65	Sqm
73	73	15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). First Storey	2794.56	Sqm
74	74	Second Storey	2786.83	Sqm
75	75	Third Storey	395.56	Sqm
76	76	10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). First Storey	2132.55	Sqm
77	77	Second Storey	1434.59	Sqm
78	78	Third Storey	143.22	Sqm
79	79	20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded (HSR 15.77) (a) Vertical	203.74	Sqm
80	80	Preparation of ply wood surface for painting inlcuding sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) Through Rate	1123.91	Sqm
81	81	Providing and Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2). Through Rate	1123.91	Sqm
82	82	Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3). Through Rate	1123.91	Sqm
83	83	Providing and Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9). Through Rate	1299.84	Sqm
84	84	Providing and Applying Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.17). Through Rate	1299.84	Sqm
85	85	Provding and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25). Through Rate	71.87	Sqm
86	86	Provding and Applying Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26). Through Rate	71.87	Sqm
87	87	Providing & Applying Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58). Through Rate	12135.4	Sqm
88	88	Providing & Applying two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]. Through Rate	5052.01	Sqm
89	89	Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81). Through Rate	21568.8	Sqm
90	90	Providing and fixing wooden handrail of required shape and desing, with necessary, screws, including labour for rounding, vertical and horizontal bends and curves complete fixed in position (b) commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc (Non coniferous timber other than teak, conforming to I.S specification no. 1003, kiln seasoned) (HSR 17.69) (b)].	0.724299	Cum
91	91	Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)].	4	Each
92	92	Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].	101	Each
93	93	Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screw, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (a) 30 mm thick. [HSR 17.90 (a) - Note 1 under 17.18].	60.55	Sqm
94	94	Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]	60.55	Sqm
95	95	Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18]. (i) 25 mm thick.\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	190.13	Sqm
96	96	(iii) 35 mm thick.	402.7	Sqm
97	97	Providing and fixing Aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw 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 neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete.\nFixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). (HSR 17.95+Note). Hindalco, Jindal make.	443.85	Kg
98	98	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel 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 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, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96+Note (i)].	403.2	Kg
99	99	Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].	26.54	Sqm
100	100	Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].	47.32	Sqm
101	101	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)].	20	Each
102	102	Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)	37.5	Sqm
103	103	Providing fixing Aluminum round shape handic of cuter dia 100 mm with screws etc. complete. (I) Anodized (AC-15) Aluminum. [HSR 17.102 (i)].	40	Each
104	104	Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or 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. (HSR 18.12).	210.76	Qtls.
105	105	Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].	56.54	Sqm
106	106	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, locknotch, 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. [HSR 18.34]. (a) door and window frame Size of 89 mm x 59 mm with 40 mm wide signel rebate.	2059.68	Rmt
107	107	(c) door and window frame size 127 mm x 50 mm with 40 mm wide double rebate.	866.46	Rmt
108	108	Preparation of sub grade including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed (HSR 24.1)	1407.47	Sqm
109	109	Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of reputed make such as pidilite, Ferrous crete or equivalent as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	373.77	Sqm
110	110	Second Storey	142.66	Sqm
111	111	Providing & fixing vitrified tiles of size 600mm x 600mm of approved make in skirting/dados laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO (Double charged tiles shall be used as approved by Engineer in charge. (NS). First Storey\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.	16.2	Sqm
112	112	Second Storey	7.54	Sqm
113	113	Steel reinforcement TMT bars FE-500 FQR /FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. (HSR 18.22)\n(Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).	2909.75	Qtls
114	114	Providing and laying 1.6 mm thick aluminium sheet V-shaped in expansion joint fixed with 20 mm thick cement mortar 1.3 complete in all respect as per site requirement. (NS)	456.75	Kg
115	115	Providing edge moulding to 17-20 mm thick Granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (HSR 14.98) i)(Single Moulding).	83.35	Rmt
116	116	Providing and fixing structural glazing with 6mm thick antelio heat resistant glass(toughened colored glass) (make:MODI, SAINTGLOBAIN) over frame of aluminium extruded tubular section of Jindal/Hindalco make having section (4\"X2\"), 14gauge. Panel size of 4'-0\"X2'-0\", the aluminium qality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-8- microns conforming to AAMA 2604 of required colour and shade aluminium section and joints duly filled with silicon sealer and gasket complete.The rate to be inclusive of cost of material such as cleats, sleeves, screws, silicon sealant, gasket of superior quality etc. necessary for fabrication of extruded aluminium frame work,in all respects to the entire the satisfaction of the Engineer in Charge.(Make of all the constituents like sealant, gasket etc. shall be got approved from Enginner-in-Charge before application (NS).\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (NS)	84.9	Sqm
117	117	Earth work non plastic or Tibba Sand under floors/Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. [NS].	7172.6	Cum
118	118	Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).	281.49	Cum
119	119	Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to waterbound macadam in layer of 75 mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S).	105.56	Cum
120	120	Providing and laying 75 mm thick Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 60-1 of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013. \nNote:- If cement contents are required more than 150 Kg. per cum to achieve strength it will be incidental to work and nothing extra shall be payable on this account.	105.56	Cum
121	121	Providing and fixing Concerntina Wire fencing with angle iron post (3'-3\" Ht.) placed at (6'-0\" c/c). Staight pillar of M.S. angle 50 x 6 mm 650 mm long and 2 Nos. M.S. Angle 50 x 6 mm diagnal on the top (making it Y shade as per the standard Archtiectural design). This M.S. pillars is to be casted from in cement concrete blocks 1:2:4 of size 9\"x9\"x9\". Concerntina wire is to be placed in four horizontal lines and in circles on the top of Y shaped M.S. members. Concerntina wire shall weigh 9.38 kg per 100 m (minimum) and fixed with G.I. staples, turn buckles etc. complete. (The cost shall be inclusive of M.S. Angles, struts, concrete work etc). Payment to bemade per metre cost of total length of barbed wire used.	604.09	Rmt
122	122	PUBLIC HEALTH SERVICS\nExcavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].	269.19	Cum
123	123	Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter. [HSR 26.10 (b)].	33.1	Mtrs.
124	124	Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22]. (vi) 40 mm internal diameter of pipeline.	1	Each
125	125	Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.23]. (i) 11.43 cm thickness of walls	150	Each
126	126	(ii) 22.86 cm thickness of walls	225	Each
127	127	Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. [HSR 28.27]. (a) 15 mm internal diameter	1	Rmt
128	128	(b) 20 mm internal diameter	1	Rmt
129	129	(c) 25 mm internal diameter	1	Rmt
130	130	(d) 32 mm internal diameter	1	Rmt
131	131	(e) 40 mm internal diameter	1	Rmt
132	132	Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. [HSR 28.47 (a)]. Upto 200 mm internal diameter	1	Each
133	133	Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50). (a) Filter media fine graded 1.5 mm to 3 mm	12.48	Cum
134	134	(c) Filter media course Bajri 6 mm to 20 mm	12.48	Cum
135	135	(d) Filter media boulders 50 mm to 75 mm	24.98	Cum
136	136	Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. [HSR 29.84]. (a) Size 450 mm x 450 mm	20	Each
137	137	(b) Size 450 mm x 600 mm	13	Each
138	138	(c) Size 600 mm x 900 mm	13	Each
139	139	Extra for over 0.30 metre depth of inspection chamber. (a) 450 x 450 mm. (HSR 29.85)	6	Mtrs. (as per 0.30 Mtrs. Depth)
140	140	Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].	10	Each
141	141	CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. \nThe rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works.\nThe rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90 (ii)]. (ii) On 150 mm I/d Pipe sewer (a) For 1.20 Mtrs. depth below ground level	8	Each
142	142	(b) For 1.50 Mtrs. depth below ground level	8	Each
143	143	(c) For 1.80 Mtrs. depth below ground level	8	Each
144	144	Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (c) 300 mm dia. (HSR 29.93).	227.13	Rmt
145	145	Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. (c) TYPE: Extra Heavy Duty Set (MD-10) 560 mm Clear Opening). (HSR 29.94)	4	Each
146	146	Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (c) 200 mm dia. (HSR 29.95)	213.41	Rmt
147	147	Providing & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].	12	Each
148	148	Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].	22	Each
149	149	EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].	34	Each
150	150	EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].	22	Each
151	151	EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].	34	Each
152	152	PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge)(i) White. [HSR 30.19 (i)].	18	Each
153	153	Providing and fixing 25 mm thick marble partitions for different type of urinals. (b) Vetreous Chinaware Partition Plate. (ii) Large Size 835 mm x 335 mm. (i) White. (HSR 30.40).	18	Each
154	154	Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. [HSR 30.41(v)].	38	Each
155	155	PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). [HSR 30.48].	38	Each
156	156	Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50].	38	Each
157	157	Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)].	6	Each
158	158	Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62).	6	Each
159	159	Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)].	6	Each
160	160	Providing and fixing in position best indian make shower with 125 or 20 I/D in-let. (d) C.P. brass with telephonic shower. [HSR 30.66 (d)].	30	Each
161	161	PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)].	34	Each
162	162	Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)]	44	Each
163	163	Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (a) (i)].	44	Each
164	164	Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)].	44	Each
165	165	Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].	54	Each
166	166	PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. [HSR 30.73 (a) (ii)].	180	Each
167	167	Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].	168	Each
168	168	Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). [HSR 30.75]. (a) Bib cock long body.	121	Each
169	169	Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].	184	Each
170	170	Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).	44	Each
171	171	Providing and fixing in position best indian make C.P. Brass Tooth Brush cum Tooth Paste Holder fixed in with rawl plugs with C.P. Brass screws complete including cutting making good the walls etc. (ii) Tooth Brush Holder. [HSR 30.79 (ii)].	44	Each
172	172	Providing and fixing of best Indian make C.P. Brass wall mixer 15 mm. (a) With Telephonic Shower. [HSR 30.81 (a)].	30	Each
173	173	Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)].	184	Each
174	174	Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84). (a) 100 mm internal diameter.	377.44	Rmt
175	175	(b) 75 mm internal diameter.	534.15	Rmt
176	176	Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).	38	Each
177	177	Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87). (a) 100 mm internal dia meter. (1.13 Kg)	685	Each
178	178	(b) 75 mm internal dia meter. (0.91 Kg)	1000	Each
179	179	Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). (a) for 100 mm interal diameter pipes.	120	Each
180	180	(b) for 75 mm interal diameter pipes.	160	Each
181	181	Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].	168	Each
182	182	Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91). (a) For 100 mm dia pipes (1) Heal rest bend	12	Each
183	183	(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm	30	Each
184	184	(4) Single Junction with door 100 mm x 100 mm x 100 mm x 100 mm	35	Each
185	185	(13) Bend with Door	50	Each
186	186	(14) Bend Plain	80	Each
187	187	(16) Cowls	12	Each
188	188	(17) Door piece	12	Each
189	189	(22) Collars	110	Each
190	190	(b) For 75 mm dia pipes (1) Heal rest bend	16	Each
191	191	(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm	40	Each
192	192	(4) Single Junction with door 75 mm x 75 mm x 75 mm x 75 mm	45	Each
193	193	(13) Bend with Door	65	Each
194	194	(14) Bend Plain	110	Each
195	195	(16) Door piece	16	Each
196	196	(17) Cowls	16	Each
197	197	(18) Collars	185	Each
198	198	Cutting chase in brick wall in cement or in floor for embedding G.I. or H.C.I. pipe lines and making good the same to its original condition. [HSR 30.95]. (a) Size 75 mm x 75 mm.	1250.92	Rmt
199	199	(d) Size 225 mm x 225 mm.	911.59	Rmt
200	200	Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].	20	Each
201	201	Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].	38	Each
202	202	Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119]. 1000 Ltrs. Capacity Water Tank	20	Each
203	203	Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. size : 160 mm i/d. (Make:- Supreme, Diplast or any reputed make approved by Engineer-in-Charge. (NS)	32.5	Mtrs.
204	204	Providing and fixing Steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786. (NS).	24	Each
205	205	Providing for laying, jointing, fixing and testing G.I. (Medium class \"B\" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS) (i) 15 mm internal diameter of pipeline	385.98	Rmt
206	206	(ii) 20 mm internal diameter of pipeline	294.51	Rmt
207	207	(iii) 25 mm internal diameter of pipeline	289.02	Rmt
208	208	(iv) 32 mm internal diameter of pipeline	171.65	Rmt
209	209	(v) 40 mm internal diameter of pipeline	109.76	Rmt
210	210	Providing for fixing and jointing union couplings in G.I. and W.I. pipelines. [NS]. (a) 15 mm internal diameter	55	Each
211	211	(b) 20 mm internal diameter	75	Each
212	212	(c) 25 mm internal diameter	40	Each
213	213	(d) 32 mm internal diameter	30	Each
214	214	(e) 40 mm internal diameter	35	Each
215	215	Providing, fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS). (a) 15 mm internal diameter	31	Each
216	216	(b) 20 mm internal diameter	31	Each
217	217	(c) 25 mm internal diameter	15	Each
218	218	(d) 32 mm internal diameter	10	Each
219	219	(e) 40 mm internal diameter\nNote:- 1. In case of any difference in the unit & nomenclature of any of the HSR Items of Civil, P.H., & E.I. work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.\n2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.	8	Each

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Construction Of Observation Home At Madhuban At Karnal, Karnal-Haryana

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