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Construction Of Proposed Administrative Block At Judicial Complex At Safidon In Jind Distt, Jind-Haryana

Public Works Department-PWD has published Construction Of Proposed Administrative Block At Judicial Complex At Safidon In Jind Distt. Submission Date for this Tender is 10-02-2020. Building Work Tenders in Jind Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

23272906
Construction Of Proposed Administrative Block At Judicial Complex At Safidon In Jind Distt
Indian
Haryana
Jind
10-02-2020

Tender Details

Construction Of Proposed Administrative Block At Judicial Complex At Safidon In Jind Distt

Key Value

Document Fees
INR 20000 /-
EMD
INR 1449000.0 /-
Tender Value
INR 7.24 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF PROPOSED ADMINISTRATIVE BLOCK AT JUDICIAL COMPLEX, SAFFIDON DISTT. JIND
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 with in a lead of 30 meters. (HSR. 6.6) 4200.22 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 upto 30 meters. (HSR 6.13)(a) 2490.52 cum
3 3 Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28) 39.24 cum
4 4 Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38) 686.49 cum
5 5 Pre-cast cement concrete 1:11/2:3 with stone aggregate 20mm nominal size in Kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.77 + 10.95a) 13.47 cum
6 6 Pre-cast factory manufactured cement concrete 1:11/2:3 with stone aggregate 20mm nominal size in tiles & channels and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.78 + 10.95a) 13.47 cum
7 7 Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.81+10.95(a) \nFirst storey 3.89 cum
8 8 Second storey 1.79 cum
9 9 Third storey 1.12 cum
10 10 Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.82+10.95(a) \nFirst storey 280.06 cum
11 11 Second storey 270.45 cum
12 12 Third storey 178.22 cum
13 13 Fourth storey/mumty & machine room 12.06 cum
14 14 Cement concrete 1:11/2:3 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. exculding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95(a) \nFirst storey 299.62 cum
15 15 Second storey 264.57 cum
16 16 Third storey 127.82 cum
17 17 Fourth storey/mumty & machine room 20.41 cum
18 18 Cement concrete 1:11/2:3 for RCC work in circular columns (HSR 10.88+10.95) First storey 1.6 cum
19 19 Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasias parapets and other thin vertical sections not covered by item nos 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but incluing centering and shuttering, laid in position, complete in all respects. (HSR 10.89+10.95(a) First Storey 9.89 cum
20 20 Second storey 7.6 cum
21 21 Third storey 17.67 cum
22 22 Fourth storey/mumty & machine room 24.88 cum
23 23 Cement concrete 1:11/2:3 with sone aggregate 20 mm nominal size for reinforced concret work in footings, strips, foundations, beams, rafts, pedestals and approch slabs of bridges etc. excluding steel reinforcement and including centering and shuttering laid in position complete in all respects. (For workupto 1.5 meters below ground level) (HSR 10.90 + 10.95) (a) 2239.5 cum
24 24 Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114) 130.64 sqm
25 25 Providing and laying 80 mm thick ISI Marked interlocking 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) 3559.17 sqm
26 26 First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2) 34.68 cum
27 27 First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4) 15.77 cum
28 28 First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7) First Storey 120.67 cum
29 29 Second storey 113.16 cum
30 30 Third storey/mumty 92.12 cum
31 31 Fourth storey/mumty & machine room 11.76 cum
32 32 11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48)(a) First Storey 899.95 sqm
33 33 Second storey 1021.57 sqm
34 34 Third storey 462.71 sqm
35 35 Masonary work using flyash-lime based bricks (IS :23894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102.) 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 120.67 cum
36 36 Second storey 113.16 cum
37 37 Third storey 92.12 cum
38 38 Fourth storey/mumty & machine room 11.76 cum
39 39 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 another layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of RCC slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) First Storey 81.47 sqm
40 40 Second storey 799.85 sqm
41 41 Third storey 1304.44 sqm
42 42 Fourth storey/mumty & machine room 80.22 sqm
43 43 Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 ovr 50 mm thick cement concrete 1:8:16 (HSR 13.50) First Storey 2 Each
44 44 Second storey 10 Each
45 45 Third storey 17 Each
46 46 Fourth storey/mumty & machine room 3 Each
47 47 Supplying & fixing in position G.I pipe class 'B' spouts in chajjas and cantilevers. (HSR 13.55 (e) 50mm i/d G.I. pipe 6.1 Rmt
48 48 Bottom khurra on ground 1.2 m x 0.6 m consisting on brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57) 28 Each
49 49 Cement concrete 1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64) First Storey 38.33 Rmt
50 50 Second storey 147.14 Rmt
51 51 Third storey 230.58 Rmt
52 52 Fourth storey/mumty & machine room 62.41 Rmt
53 53 Providing & fixing PVC rainwater pipe 6 kg. pressure of ISI mark in cement mortar during masonary work (b) 150 mm dia PVC pipe 6 kg pressure (Note:- Reputed make PVC pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge (HSR. 13.89) (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 150.72 Rmt.
54 54 Second storey 86.87 Rmt.
55 55 Third storey 205.05 Rmt.
56 56 Fourth storey/mumty & machine room 12.88 Rmt.
57 57 Providing and fixing PVC bend ISI mark (b) 150 mm dia PVC bend (Note:- Reputed make PVC bend such as Supreme, Finolex, prince will be used as approved by Engineer-in-charge. (HSR 13.90)(b) Note The Agency to whom the work ia alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. 64 Each
58 58 Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling (HSR 14.1) 469.67 sqm
59 59 Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4) Ground floor 1796.21 sqm
60 60 First floor 1807.27 sqm
61 61 Second floor 604.93 sqm
62 62 Third floor/mumty & machine room 22.82 sqm
63 63 Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10) 197.77 sqm
64 64 Terrazzo topping rubbed and polished to a granolithic finish under layer 34 mm thick cement concrete 1:2:4 and top layer as specified below:- a) with grey cement (ii) 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 part of white marble chips) by volume complete. (HSR 14.25 (a) (ii) Ground floor 40.72 sqm
65 65 First Floor 97.25 sqm
66 66 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:- a) with grey cement ii) 21 mm thick with top layer 9 mm 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 marble chips) by volume complete. (HSR 14.26 (a) (ii)) Ground floor 2.59 sqm
67 67 First Floor 5.81 sqm
68 68 Precast chequered terrazzo tiles 22 mm thick in cement with marble chips of size and colour as required, laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry mixed with pigment to match the shade of tiles between joints and over the base in floors, treads of steps and landings, including rubbling and polishing (HSR 14.46) 23.41 sqm
69 69 Fixing and laying marble stone flooring 17 mm thick and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. Marble shall be supplied by the department (HSR no. 14.49) Ground floor 665.74 sqm
70 70 First floor 285.57 sqm
71 71 Second floor 285.57 sqm
72 72 Third floor/mumty & machine room 4.78 sqm
73 73 Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 ladi and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR 14.62) Ground floor \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 2662.95 sqm
74 74 First floor 1142.28 sqm
75 75 Second floor 223.77 sqm
76 76 Third floor/mumty & machine room 19.11 sqm
77 77 Extra for noising in treads of steps of kotah stone slab (HSR 14.65) Ground floor 317.6 Rmt.
78 78 First floor 198.12 Rmt.
79 79 Second floor 99.06 Rmt.
80 80 Third floor/mumty & machine room 7.47 Rmt.
81 81 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 ladi 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 pin etc. (HSR 14.66) Ground floor \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 128.31 sqm
82 82 First floor 104.03 sqm
83 83 Second floor 48.52 sqm
84 84 Third floor/mumty & machine room 3.07 sqm
85 85 50mm thick ironnite floor consisting of 40mm thick cement concrete 1:2:4 base and top layer 10mm thick laid withone part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard grenite chipping 6 mm gauge by volume finished smooth with hard rubbing. (HSR no 14.74) Ground floor 635.87 sqm
86 86 First floor 137.85 sqm
87 87 Laying and fixing rectified ceramic anti skid tiles of size 400x400mm of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (Tiles shall be supplied by the department) brands like RAK, NITCO, KAJARIA, SIMPOLO & ORIENT BELL (as approved by the Engineer in charge) (HSR 14.91) Ground floor 16.14 sqm
88 88 First floor 6.4 sqm
89 89 Second floor 5.1 sqm
90 90 Providing & Fixing Ist Quality ceramic glazed wall tiles conforming to IS. 15622 ( thickness to be specified by the manufacturer) 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, N"ITCO, Kajaria, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge (HSR 14.92) (b) Ground floor \n Note:- 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 507.18 sqm
91 91 First floor 341.6 sqm
92 92 Second floor 170.24 sqm
93 93 Laying and fixing granite stone in all shades 15 mm to 18 mm thick in skirting/dado, risers of steps, pillars and wall facing laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of granite stone). (HSR 14.95) Ground floor \ngranite shall be supplied by the deptt. 34.99 sqm
94 94 First floor 33.65 sqm
95 95 Second floor 30.85 sqm
96 96 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 comp. in all respect (Excluding the cost of granite stone). (HSR 14.96) Ground floor \ngranite shall be supplied by the deptt. 144.14 sqm
97 97 First floor 134.85 sqm
98 98 Second floor 75.34 sqm
99 99 Plastering on walls 10 mm thick cement plaster 1:3 (HSR 15.2) First storey 173.06 sqm
100 100 Second storey 132.96 sqm
101 101 Third storey 309.18 sqm
102 102 Fourth storey/mumty & machine room 435.39 sqm
103 103 Plastering on walls 12 mm thick cement plaster 1:4 (HSR 15.5) External Plaster \nFirst Storey 1529.77 sqm
104 104 Second storey 1234.78 sqm
105 105 Third storey 852.36 sqm
106 106 Fourth storey/mumty & machine room 238.58 sqm
107 107 Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7) First Storey 1105.53 sqm
108 108 Second storey 1342.41 sqm
109 109 Third storey 404.7 sqm
110 110 Fourth storey/mumty & machine room 66.46 sqm
111 111 Plastering on wall 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall 1:6 (HSR 15.12) Internal Plaster\nFirst Storey 2579.56 sqm
112 112 Second storey 3132.29 sqm
113 113 Third storey 944.3 sqm
114 114 Fourth storey/mumty & machine room 155.07 sqm
115 115 10 mm thick cement plaster 1:4 under side of ceiling (HSR 15.52) Ground floor 1963.72 sqm
116 116 First floor 1807.27 sqm
117 117 Second floor 604.93 sqm
118 118 Third floor/mumty & machine room 22.82 sqm
119 119 Preparation of ply wood surface for painting including sand paparing the surface and applying filling with approved quality filler consisting of with lead, linseed oil, varnish and chalk miti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) 1688.73 sqm
120 120 Applyng 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) 1688.73 sqm
121 121 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- Neolac, 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) 3333.22 sqm
122 122 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) 2950.37 sqm
123 123 Painting two coats excuding priming coat with ready mixed paint for metelic surfaces in all shades on new steel or iron work (Note:- First quality paint of reuted 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) 1305.89 sqm
124 124 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25) 132.6 sqm
125 125 Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete exterior surface of walls . (HSR 16.26) 132.6 sqm
126 126 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) 14129.1 sqm
127 127 Providing 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 oresence of Engineer-in-charge.) (HSR 16.79) (b) 4866 sqm
128 128 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 JK/Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) 18995.1 sqm
129 129 Providing and fixing commercial type block board, plain lining, butt jointed, including wooden plugs (teak) placed at 45 cm to 60 cm centres, complete with necessary nails (frame work shall be payable extra) (b) 19 mm thick (HSR 17.49 (b)) First Storey 113.22 sqm
130 130 Second storey 40.4 sqm
131 131 Providing & fixing six-levers brass 10 cm mortice latch and lock, and a pair of lever handles with necessary screws, etc. complete (Indian make of reputed firm, such as godraj or equivalent) (HSR 17.73) 100 each
132 132 Supplying and fixing hydraulic door closer, I.S.I mark, with necessary screws, etc., complete (HSR 17.82) (c) I.S.I designation no. III (size of door 851 mm to 1000 mm) 59 Each
133 133 Providing & fixing 0.50 mm thick aluminium sheet including cost of necessary screws etc. complete (HSR 17.87) 32.4 sqm
134 134 Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (Non-coniferous timber other than teak, conforming to IS specification no. 1003, Kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm ide other rails and 100 mm wide other rails with panels of 15 mm thick tongued and grooved of commercial hrd wood and including costof iron hinges, screws, chocks, 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) -(b)- 35 mm thick (HSR 17.90) (b)-Note I under 17.18. 144.42 sqm
135 135 Factory manufactured wire gauze door and window shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (Non-coniferous timber other than teak, conforming to IS 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, chocks, 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) -(i)- 30 mm thick (HSR 17.92) (1)-Note I under 17.18. 222.98 sqm
136 136 Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, 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) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 25 mm. thick (HSR 17.93 (a) (i)- note I under 17.18))\n 30.65 sqm
137 137 Factory manufactured solid flush door shutters with block board core as per I.S no. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S 2202 part-I anf 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) : - Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminatyed core and lipped edges. (Duro, green) 35 mm thick (HSR 17.93) (a) (iii))-Note I under 17.18. 348.24 sqm
138 138 Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills gratting frames, window guards, iron doors openable or fixed staircase or parapet or any other type of railing, gates and tress guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12) 325.84 Qtl
139 139 Steel reinforcement TMT bars FE-550 EQR/FE-500 D grade or more for R.C.C., works, where no included in the complete rate of R C.C., including straightening, bending, binding, wastage, opverlaps, welded joints, spacer bars, charis, 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) \nNote:- 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. 4213.95 Qtl
140 140 Supplying and fixing glass panes including special metal sash putty of approved make (b) glass panes 4 mm thick exceeding 40 sq.m areas. Modi, Saintgobain (HSR 18.30 B) 1189.41 sqm
141 141 Pressed steel sheet frames (Chowkhats) consisting of 2 mm thick steel sheet of the specified section including ironlugs (hold fasts) iron hinges, conforming to PWD 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. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (Item no. 18.34)(a) First, second & third storey/mumty 1962.45 rmt.
142 142 Door and window frame of size 127 mm x 50 mm with 40 mm wide double rebate (HSR 18.34 c) First & second storey 4016.39 Rmt
143 143 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) 3260.22 sqm
144 144 Earth filling under floors with tibba sand non plastic under floors with good earth 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 (For any lead lift) (N.S Items) 4550.69 cum
145 145 Providing & fixing vitrified tiles of size 600mm X 600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 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 NITCO,KAJARIA,& RAK. Double charged tiles shall be used. (N.S) Ground floor 189.48 sqm
146 146 First floor 319.43 sqm
147 147 Second floor 42.53 sqm
148 148 Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dado laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 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 NITCO,KAJARIA,& RAK. Double charged tiles shall be used. (N.S) Ground floor 17.23 sqm
149 149 First floor 23.53 sqm
150 150 Second floor 3.62 sqm
151 151 Providing and fixing Aluminium sheet V-Shaped over expansion joint 0.5 mm thick. (N.S) First Storey 291.14 kg
152 152 Second Storey 184.37 kg
153 153 Third storey 76.3 kg
154 154 Providing and laying 200mm 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 662.48 cum
155 155 Water Bound Macadam G-II (53 mm to 22.4 mm gauge): Providing, laying spreading and compacting 75 mm thick (av). Stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicknes,, hand packing, rolling with 3 wheeled steel vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause of MORT &H Specificaiton 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 (NS) 248.43 cum
156 156 Construction of Dry Lean cement concrete (M-10) Sub-Base over a prepared Sub grade with coarse and fine aggregate conforming to IS:3873, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than as per ISI marked provision MPA at 7 days, mixed in the batching plant, transported to site laid with a paver, compacting with 5-10 tonnes vibratory roller, finishing and curing. Unit=cum, taking output=450 cum (990 tonne), taking batch mix plant of 15.20 cum as per MORT&H specification clause - 601 latest edition (N.S.) 248.43 cum
157 157 Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with the alignment including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil:- (HSR 6.8)\n(a) Without timbering and shoring upto 159 Cum
158 158 Excavation 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 accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence 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 ordinary soil: (a) For depths of excavation not exceeding 3 meters below ground level. (HSR 6.10-a) 122.38 Cum
159 159 Boring for hand-pump in clay, fitting strainer and pipe (HSR 26.10 (b) (i) (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter 8 mtr.
160 160 Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. 40mm I/d (HSR 28.22) 1 Each
161 161 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. a) 11.43 cm thickness of walls (HSR 28.23) 60 Each
162 162 b) 22.86 cm thickness of walls 50 Each
163 163 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)\n(a) Upto 200mm I/d 1 Each
164 164 Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50-a)\n(a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source 2.56 Cum
165 165 (b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) 2.56 Cum
166 166 (c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry) 2.56 Cum
167 167 (d) Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) 5.12 Cum
168 168 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 (HSR 29.28) 13 each
169 169 Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm 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 complete as per standard design.\nSize 450mm x600mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab (HSR 29.84) 13 Each
170 170 a) Size 450 mm x 450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab 2 Each
171 171 C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab 8 Each
172 172 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 NP3 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 (HSR 29.93)\na) 200 mm i/dia RCC NP3 37 164.59 mtr
173 173 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. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94) 1 mtr
174 174 Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge (HSR 29.95) (ii) 100m i/d 50 Mtr
175 175 ii) 150 mm i/d 229 Mtr
176 176 Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water water closet suite for sinking into floor, with raised foot treads complete with 100 mm HCI 'P' trap with or without vent as required and all other necessary fitting as fully described in item no. 30.1. (HSR 30.2) a) Size 580mm (i) White. 28 Each
177 177 Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. (HSR 30.6)\n(i) white 12 Each
178 178 Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (HSR 30.12)\n(i) white 40 Each
179 179 Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13)\n(i) white plastic seat (solid) 12 Each
180 180 Extra for Providing and fixing 32 mm dia G.I/C.P flush pipe complete with accessories instead of 32 mm dia galvanised telescopic flush pipe wth clips (as required by the Engineer-in-charge) (a) 32 mm G.I flush pipe (HSR 30.15)\n(i) white plastic seat (solid) 40 Each
181 181 Providing & fixing in position best Indian make a range of four squatting urinals in vitreous chinaware with two nos 5 litres capacity C.I automatic flushing cistern with fittings and flush pipe complete as fully described in item no. 30.33 above brands like Parray ware, Hindware, etc. as approved by the Engineer-in-charge. (HSR 30.36)\n(i) White 35 Each
182 182 Providing & fixing in position best Indian make lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (HSR 30.42)\n (i) size 510 mm x 400 mm with one no. tap "\n 41 Each
183 183 Providing and fixing in position 32mm 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) 41 Each
184 184 Providing and fixing in position best Quality stainless steel sink with complete fittings as fully described in item no. 30.51 above (HSR 30.53)\n(a) Size 600 mm x 450 mm x 200 mm 2 Each
185 185 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. (HSR 30.68)a) 25mm dia C.P brass adjustable. ii) 600mm long. 41 Each
186 186 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. (HSR 30.69-a)\na) With C.P brass brackets and guard rail (i) 600 mm x 125 mm 41 Each
187 187 Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber 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. (HSR 30.71) a) Indian make (I) 600mmx450mm 41 Each
188 188 Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75) (a) Bib cock long body 9 Each
189 189 (c) Bib cock 40 Each
190 190 Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76) a) 15mm stop cock\ni) Stop cock male and female end. 49 Each
191 191 ii) Concealed stop cock with flange 49 Each
192 192 Providing and fixing in position best indian make flexible tube connection (HSR 30.82) b) C.P brass i) 15mmx300mm. 67 Each
193 193 Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification 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)\n100mm internal diameter 519 Mtr
194 194 75mm internal diameter 266 Mtr
195 195 Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87) 100mm internal diameter (1.13kg) 220 Each
196 196 75mm internal diameter (0.91kg) 56 Each
197 197 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 deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. (HSR 30.88) For 100 mm internal diameter pipes 220 Each
198 198 For 75 mm internal diameter pipes 56 Each
199 199 (c) Bib cock (c) Bib cock 40 Each
200 200 Providing and fixing HCL 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 & floors etc. minimum depth of water should be 150 mm with a minimum seal of 50 mm (HSR 30.89) (a) With 50 mm i/d outlet Providing and fixing HCL 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 & floors etc. minimum depth of water should be 150 mm with a minimum seal of 50 mm (HSR 30.89) (a) With 50 mm i/d outlet 27 Each
201 201 Providing and fixing in position HCI 50 mm internal diameter outlet plain nahani trap ISI marked of the self cleaning design with CP brass hinged granting with frame weighting 6.80 kg each fixed complete as fully described in item no. 30.89 (HSR 30.90) (b) with 75 mm i/d outlet plain Nahani trap Providing and fixing in position HCI 50 mm internal diameter outlet plain nahani trap ISI marked of the self cleaning design with CP brass hinged granting with frame weighting 6.80 kg each fixed complete as fully described in item no. 30.89 (HSR 30.90) (b) with 75 mm i/d outlet plain Nahani trap 45 Each
202 202 Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage 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) 100mm i/d pipes\n(xiii) Bend with door Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage 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) 100mm i/d pipes\n(xiii) Bend with door 45 Each
203 203 (xvi) Cowls (xvi) Cowls 20 Each
204 204 (xxii) Collars (xxii) Collars 220 Each
205 205 (xxiv) c) WC connection 300mm long (xxiv) c) WC connection 300mm long 45 Each
206 206 (b) 75mm\n(xiii) Bend with door (b) 75mm\n(xiii) Bend with door 48 Each
207 207 (xiv) Bend Plain (xiv) Bend Plain 10 Each
208 208 (xvii) cowls (xvii) cowls 15 Each
209 209 (xviii) Collars (xviii) Collars 97 Each
210 210 Cutting chase in brick walls in cement or in floor for embedding G.I or HCL pipe lines and making good the same to its original condition. (HSR 30.95) Size 75mm x 75mm Cutting chase in brick walls in cement or in floor for embedding G.I or HCL pipe lines and making good the same to its original condition. (HSR 30.95) Size 75mm x 75mm 354 Mtr
211 211 Providing and fixing in position automatic brass ball valves in tanks (HSR 30.110) (iii) 25 mm internal dia meter Providing and fixing in position automatic brass ball valves in tanks (HSR 30.110) (iii) 25 mm internal dia meter 6 Each
212 212 Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm (HSR 30.114) a) 100mm internal diameter S.W gully trap. Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm (HSR 30.114) a) 100mm internal diameter S.W gully trap. 10 Each
213 213 Providing & fixing in position best Indian make vitreous chinaware channel of size 600 mm x 150 mm including laying and fixing In cement concrete 1:2:4 complete as required by the Engineer-in-charge (HSR 30.115) (ii) single colur Providing & fixing in position best Indian make vitreous chinaware channel of size 600 mm x 150 mm including laying and fixing In cement concrete 1:2:4 complete as required by the Engineer-in-charge (HSR 30.115) (ii) single colur 35 Each
214 214 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 Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. (HSR 30.119) 5000 Ltr. Cap. 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 Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. (HSR 30.119) 5000 Ltr. Cap. 6 Each
215 215 DSR Items\nProviding and fixing G.I. pipe complete with G.I. fitting and clamps, i/c cutting and making good the walls etc. Internal work Exposed on wall (DSR 18.10) \n(i) 15mm internal diameter of pipeline DSR Items\nProviding and fixing G.I. pipe complete with G.I. fitting and clamps, i/c cutting and making good the walls etc. Internal work Exposed on wall (DSR 18.10) \n(i) 15mm internal diameter of pipeline 216 Mtr.
216 216 (ii) 20mm internal diameter of pipeline (ii) 20mm internal diameter of pipeline 138 Mtr.
217 217 (iii) 25mm internal diameter of pipeline (iii) 25mm internal diameter of pipeline 110 Mtr.
218 218 (iv) 40mm internal diameter of pipeline (iv) 40mm internal diameter of pipeline 207 Mtr.
219 219 Providing and fixing G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New Work) (DSR 18.46)\n15mm internal diameter Providing and fixing G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New Work) (DSR 18.46)\n15mm internal diameter 65 Each
220 220 20mm internal diameter 20mm internal diameter 68 Each
221 221 (iii) 25mm internal diameter of pipeline (iii) 25mm internal diameter of pipeline 32 Each
222 222 (iv) 40mm internal diameter of pipeline (iv) 40mm internal diameter of pipeline 12 Each
223 223 Providing and Fixing gun metal gate valve with C.I.wheel of approved quality (Screwed end) (DSR 18.17) \n20mm I/d Providing and Fixing gun metal gate valve with C.I.wheel of approved quality (Screwed end) (DSR 18.17) \n20mm I/d 25 Each
224 224 25mm I/d 25mm I/d 4 Each
225 225 40mm I/d 40mm I/d 4 Each
226 226 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. (N.S.) Size : 160mm I/d 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. (N.S.) Size : 160mm I/d 14.26 mtr
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