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Under The Twarit Arthik Development Scheme , The Construction Work Of The Government Iti Building In The Assembly Constituency Of Farenda Of Maharajganj District, Mahrajgnaj-Uttar Pradesh

Public Works Department-PWD has published Under The Twarit Arthik Development Scheme , The Construction Work Of The Government Iti Building In The Assembly Constituency Of Farenda Of Maharajganj District. Submission Date for this Tender is 05-06-2020. Building Work Tenders in Mahrajgnaj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24406010
Under The Twarit Arthik Development Scheme , The Construction Work Of The Government Iti Building In The Assembly Constituency Of Farenda Of Maharajganj District
Open Tender
Indian
Uttar Pradesh
Mahrajgnaj
05-06-2020

Tender Details

Under The Twarit Arthik Development Scheme , The Construction Work Of The Government Iti Building In The Assembly Constituency Of Farenda Of Maharajganj District

Key Value

Document Fees
INR 2714 /-
EMD
INR 1800000.0 /-
Tender Value
INR 9 Crore /-

BOQ Items

Name of Work:Construction of Govt. Industrial Training Institute building at Pipara Mauni, Block Pharenda, Maharajganj.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Acadamic Building :- Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared. including labour cess.(GSTshall be paid extra) As per S.I. NO. 259 BI01010001010000000000000515BI0100001113 1732 sqM
2 2 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. NO. 251 BI01010001010000000000000515BI0100001114 1098 CUM
3 3 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. NO. 281 BI01010001010000000000000515BI0100001115 69 CUM
4 4 Same as above but for under floor. As per S.I. NO. 281 BI01010001010000000000000515BI0100001116 69 CUM
5 5 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 PWD 283a including labour cess.(GST shall be paid extra)As per S.I. NO. 283A BI01010001010000000000000515BI0100001117 269 CUM
6 6 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item as per PWD 286 including labour cess.(GST shall be paid extra) As per S.I. NO. 289 BI01010001010000000000000515BI0100001118 25 CUM
7 7 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 as per pwd 289 including labour cess.(GST shall be paid extra)As per S.I. NO. 288 BI01010001010000000000000515BI0100001119 29 CUM
8 8 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. NO. 283A BI01010001010000000000000515BI0100001120 20 CUM
9 9 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. NO. 303 BI01010001010000000000000515BI0100001121 85 CUM
10 10 12 mm cement plaster in single coat on rough surface of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. NO. 584a+596 BI01010001010000000000000515BI0100001122 119 SQM
11 11 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item 1 BI01010001010000000000000515BI0100001123 83 SQM
12 12 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001124 436 CUM
13 13 Providing and laying damp-proof course 25 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 13 mm nominal size) including labour cess.(GST shall be paid extra) As per S.I. NO. 361 BI01010001010000000000000515BI0100001125 85 SQM
14 14 Providing and applying one coat of residual petroleum bitmen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course aftr claning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. as per DSR 4.13 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001126 82 SQM
15 15 M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in half brick work in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. ground floor including labour cess.(GST shall be paid extra) As per S.I. NO. 303+309+310+310A BI01010001010000000000000515BI0100001127 168 CUM
16 16 Same as above but First Floor As per S.I. NO. 303+309+310+310A BI01010001010000000000000515BI0100001128 176 CUM
17 17 Same as above but Second Floor As per S.I. NO. 303+309+310+310A BI01010001010000000000000515BI0100001129 205 CUM
18 18 M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in half brick work super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. Ground Floor including labour cess.(GST shall be paid extra) As per S.I. NO. 305+309+310+310A BI01010001010000000000000515BI0100001130 27 CUM
19 19 Same as above but First Floor BI01010001010000000000000515BI0100001131 19 CUM
20 20 Same as above but Second Floor BI01010001010000000000000515BI0100001132 20 CUM
21 21 12 mm cement plaster in single coat on rough surface of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. (Bearing Plaster) Ground floor' including labour cess.(GST shall be paid extra) As per S.I. NO. 584A+596 BI01010001010000000000000515BI0100001133 90 SQM
22 22 Same as above but First Floor BI01010001010000000000000515BI0100001134 95 SQM
23 23 Same as above but Second Floor BI01010001010000000000000515BI0100001135 90 SQM
24 24 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 (Ground floor) including labour cess.(GST shall be paid extra) As per S.I. NO. 283A BI01010001010000000000000515BI0100001136 4 CUM
25 25 Same as above but First Floor BI01010001010000000000000515BI0100001137 4 CUM
26 26 Same as above but Second Floor BI01010001010000000000000515BI0100001138 4 CUM
27 27 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 (Ground floor) including labour cess.(GST shall be paid extra) As per S.I. NO. 289 BI01010001010000000000000515BI0100001139 36 CUM
28 28 Same as above but First Floor BI01010001010000000000000515BI0100001140 36 CUM
29 29 Same as above but Second Floor BI01010001010000000000000515BI0100001141 38 CUM
30 30 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 ground floor including labour cess.(GST shall be paid extra) As per S.I. NO. 288 BI01010001010000000000000515BI0100001142 57 CUM
31 31 Same as above but First Floor BI01010001010000000000000515BI0100001143 57 CUM
32 32 Same as above but Second Floor BI01010001010000000000000515BI0100001144 59 CUM
33 33 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 Ground Floor including labour cess.(GST shall be paid extra) As per S.I. NO. 284A BI01010001010000000000000515BI0100001145 114 CUM
34 34 First Floor BI01010001010000000000000515BI0100001146 109 CUM
35 35 Second Floor BI01010001010000000000000515BI0100001147 102 CUM
36 36 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. M.S. work upto Plinth Lvl- including labour cess.(GST shall be paid extra) As per S.I. NO. 504 BI01010001010000000000000515BI0100001148 311 QTL
37 37 Same as above but Ground Floor BI01010001010000000000000515BI0100001149 225 QTL
38 38 Same as above but First Floor BI01010001010000000000000515BI0100001150 222 QTL
39 39 Same as above but Second Floor BI01010001010000000000000515BI0100001151 222 QTL
40 40 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001152 674 KG
41 41 Same as above but First Floor BI01010001010000000000000515BI0100001153 606 KG
42 42 Same as above but 2nd Floor BI01010001010000000000000515BI0100001154 501 KG
43 43 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S work in hold fast Door/Window/Ventilator Ground floor including labour cess.(GST shall be paid extra) As per S.I. NO. 502A BI01010001010000000000000515BI0100001155 187 KG
44 44 Same as above but First Floor BI01010001010000000000000515BI0100001156 171 KG
45 45 Same as above but Second Floor BI01010001010000000000000515BI0100001157 168 KG
46 46 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001158 1819 KG
47 47 Same as above but First Floor BI01010001010000000000000515BI0100001159 1998 KG
48 48 Same as above but Second Floor BI01010001010000000000000515BI0100001160 2063 KG
49 49 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001161 3811 KG
50 50 Same as above but First Floor BI01010001010000000000000515BI0100001162 3949 KG
51 51 Same as above but Second Floor BI01010001010000000000000515BI0100001163 1594 KG
52 52 Supply & fixing of S.S. mosquito proof heavy quality iron wire guage or expended metal heavy quality over windows and including supply of C.P. teak wood batten 8 cm x 1 cm flat iron 25 mm x 4mm and including suppy of necessary screws all materials, labour,tools & plants etc. required for proper complition of the work. Ground floor including labour cess.(GST shall be paid extra) As per S.I. NO. 456 BI01010001010000000000000515BI0100001164 82 SQM
53 53 Same as above but First Floor BI01010001010000000000000515BI0100001165 110 SQM
54 54 Same as above but Second Floor BI01010001010000000000000515BI0100001166 93 SQM
55 55 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) As per S.O.R 2014 BI01010001010000000000000515BI0100001167 32 NOS
56 56 (b) Window chaukhats BI01010001010000000000000515BI0100001168 24 NOS
57 57 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001169 12 NOS
58 58 First Floor (a) Door chaukhats BI01010001010000000000000515BI0100001170 27 NOS
59 59 (b) Window chaukhats BI01010001010000000000000515BI0100001171 27 NOS
60 60 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001172 8 NOS
61 61 Second Floor (a) Door chaukhats BI01010001010000000000000515BI0100001173 24 NOS
62 62 (b) Window chaukhats BI01010001010000000000000515BI0100001174 30 NOS
63 63 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001175 8 NOS
64 64 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand. Ground floor including labour cess.(GST shall be paid extra) As per S.I. No.586+596 BI01010001010000000000000515BI0100001176 603 SQM
65 65 Same as above but First Floor BI01010001010000000000000515BI0100001177 1497 SQM
66 66 Same as above but Second Floor BI01010001010000000000000515BI0100001178 1468 SQM
67 67 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand (1.25FM) Ground floor including labour cess.(GST shall be paid extra) As per S.I. No. 586 BI01010001010000000000000515BI0100001179 1115 SQM
68 68 Same as above but First Floor BI01010001010000000000000515BI0100001180 788 SQM
69 69 Same as above but Second Floor BI01010001010000000000000515BI0100001181 1099 SQM
70 70 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. As per DSR 13.76 BI01010001010000000000000515BI0100001182 580 RM
71 71 Same as above but First Floor BI01010001010000000000000515BI0100001183 516 RM
72 72 Same as above but Second Floor BI01010001010000000000000515BI0100001184 516 RM
73 73 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work . including labour cess.(GST shall be paid extra) As per S.I. No. 255 BI01010001010000000000000515BI0100001185 107 CUM
74 74 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001186 171 SQM
75 75 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Ground floor including labour cess.(GST shall be paid extra) Chap 14 S.I. NO. 2 DSR 11..41.4 BI01010001010000000000000515BI0100001187 283 SQM
76 76 Same as above but First Floor BI01010001010000000000000515BI0100001188 357 SQM
77 77 Same as above but Second Floor BI01010001010000000000000515BI0100001189 358 SQM
78 78 Providing and laying Vitrified tiles in different sizes (thickness to be specified by anufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.11.46.2 Size of Tile 600x600 mm (Ground floor) including labour cess.(GST shall be paid extra) Chap 14 S.I. NO. 2 DSR 11..41.4 BI01010001010000000000000515BI0100001190 29 SQM
79 79 Same as above but First Floor BI01010001010000000000000515BI0100001191 34 SQM
80 80 Same as above but Second Floor BI01010001010000000000000515BI0100001192 32 SQM
81 81 Kota stone slab flooring over 25 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick (Ground floor) including labour cess.(GST shall be paid extra) Cha. 14 SI No. New Item 1 BI01010001010000000000000515BI0100001193 285 SQM
82 82 Same as above but First Floor BI01010001010000000000000515BI0100001194 217 SQM
83 83 Same as above but Second Floor BI01010001010000000000000515BI0100001195 217 SQM
84 84 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 2 cm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Ground floor including labour cess.(GST shall be paid extra) Cha. 14 SI No. 1 BI01010001010000000000000515BI0100001196 43 SQM
85 85 Same as above but First Floor BI01010001010000000000000515BI0100001197 27 SQM
86 86 Same as above but Second Floor BI01010001010000000000000515BI0100001198 28 SQM
87 87 Providing and laying 6mm Ceramic floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Ground floor including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001199 45 SQM
88 88 Same as above but First Floor BI01010001010000000000000515BI0100001200 33 SQM
89 89 Same as above but Second Floor BI01010001010000000000000515BI0100001201 33 SQM
90 90 Providing and laying 6mm Ceramic floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Ground Floor including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001202 206 SQM
91 91 Same as above but First Floor BI01010001010000000000000515BI0100001203 150.09 SQM
92 92 Same as above but Second Floor BI01010001010000000000000515BI0100001204 150 SQM
93 93 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. including labour cess.(GST shall be paid extra) 35mm thick As per S.I. No. 470 IInd BI01010001010000000000000515BI0100001205 21 SQM
94 94 (b) Extra cutting for rebate in double leaf shutters and extra in over all rates for flush door shutters (Total area of the shutter to be measured). including labour cess.(GST shall be paid extra) As per S.I. NO. 470 II+IV BI01010001010000000000000515BI0100001206 49 SQM
95 95 First Floor :- (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws As per S.I. NO. 470II BI01010001010000000000000515BI0100001207 11 SQM
96 96 (b)Extra cutting for rebate in double leaf shutters and extra in over all rates for flush door shutters (Total area of the shutter to be measured). including labour cess.(GST shall be paid extra) As per S.I. NO. 470 II+ IV BI01010001010000000000000515BI0100001208 49 SQM
97 97 Second Floor :- (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws As per S.I. No. 470 II BI01010001010000000000000515BI0100001209 11 SQM
98 98 (b)Extra cutting for rebate in double leaf shutters and extra in over all rates for flush door shutters (Total area of the shutter to be measured). including labour cess.(GST shall be paid extra) As per S.I. NO. 470 II+ IV BI01010001010000000000000515BI0100001210 42 SQM
99 99 Providing & fixing Mild steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm. Ground Floor including labour cess.(GST shall be paid extra) Chap 9 (9.62.1) BI01010001010000000000000515BI0100001211 32 NOS
100 100 Same as above but First Floor BI01010001010000000000000515BI0100001212 27 NOS
101 101 Same as above but Second Floor BI01010001010000000000000515BI0100001213 24 NOS
102 102 P/Fixing Mild steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm Ground floor including labour cess.(GST shall be paid extra) Chap 9 (9.63.1) BI01010001010000000000000515BI0100001214 32 NOS
103 103 Same as above but First Floor BI01010001010000000000000515BI0100001215 27 NOS
104 104 Same as above but Second Floor BI01010001010000000000000515BI0100001216 24 NOS
105 105 Providing & fixing Mild steel handles ISI marked anodised ( anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 125 mm Ground floor' including labour cess.(GST shall be paid extra) Chap 9 (9.66.1) BI01010001010000000000000515BI0100001217 64 NOS
106 106 Same as above but First Floor BI01010001010000000000000515BI0100001218 54 NOS
107 107 Same as above but Second Floor BI01010001010000000000000515BI0100001219 48 NOS
108 108 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer Gorund Floor including labour cess.(GST shall be paid extra) As per S.I. NO. 649+650 BI01010001010000000000000515BI0100001220 2371 SQM
109 109 Same as above but First Floor BI01010001010000000000000515BI0100001221 2201 SQM
110 110 Same as above but Second Floor BI01010001010000000000000515BI0100001222 2199 SQM
111 111 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). Ground Floor including labour cess.(GST shall be paid extra) Chapter 15 (13.46.1) BI01010001010000000000000515BI0100001223 1115 SQM
112 112 Same as above but First Floor BI01010001010000000000000515BI0100001224 788 SQM
113 113 Same as above but Second Floor BI01010001010000000000000515BI0100001225 1099 SQM
114 114 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Ground Floor including labour cess.(GST shall be paid extra) Chapter 15 (13.26) BI01010001010000000000000515BI0100001226 3486 SQM
115 115 Same as above but First Floor BI01010001010000000000000515BI0100001227 2990 SQM
116 116 Same as above but Second Floor BI01010001010000000000000515BI0100001228 3298 SQM
117 117 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 3.8 to 4.7 mm thick Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 812B BI01010001010000000000000515BI0100001229 82 SQM
118 118 Same as above but First Floor BI01010001010000000000000515BI0100001230 90 SQM
119 119 Same as above but Second Floor BI01010001010000000000000515BI0100001231 93 SQM
120 120 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001232 628 SQM
121 121 Same as above but First Floor BI01010001010000000000000515BI0100001233 619 SQM
122 122 Same as above but Second Floor BI01010001010000000000000515BI0100001234 219 SQM
123 123 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001235 140 SQM
124 124 Same as above but First Floor BI01010001010000000000000515BI0100001236 122 SQM
125 125 Same as above but Second Floor BI01010001010000000000000515BI0100001237 107 SQM
126 126 Providing & laying "brick Coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) Chapt 11 new Item 1 BI01010001010000000000000515BI0100001238 786 SQM
127 127 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. First floor including labour cess.(GST shall be paid extra) Chapter no. 1 si no 6 BI01010001010000000000000515BI0100001239 33 CUM
128 128 Same as above but Second Floor BI01010001010000000000000515BI0100001240 19 CUM
129 129 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ .488 kg/sqm mixed with water proofing cement compound @.253 kg/sqm this layer will be allowed to aair cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compoudn @.126 kg/sqm This layer will be allowed to air cure for 4 hours followd with water curing for 48 hours. The rate includes preparatin of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry as per DSR 22.5 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001241 140 SQM
130 130 Same as above but Second Floor BI01010001010000000000000515BI0100001242 69 SQM
131 131 S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. Ground floor including labour cess.(GST shall be paid extra) Chap. Material S.I. NO.21 BI01010001010000000000000515BI0100001243 135 RMT.
132 132 Same as above but First Floor BI01010001010000000000000515BI0100001244 135 RMT.
133 133 Same as above but Second Floor BI01010001010000000000000515BI0100001245 7 RMT.
134 134 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). including labour cess.(GST shall be paid extra) CPWD 11.20.1 BI01010001010000000000000515BI0100001246 208 SQM
135 135 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade,colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete asper direction of Engineer-in-Charge. including labour cess.(GST shall be paid extra) S.I. No. 8.2.2.2 BI01010001010000000000000515BI0100001247 16 SQM
136 136 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR 12.41.2 BI01010001010000000000000515BI0100001248 168 R.M
137 137 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) Chapter 1 extra item17(33) BI01010001010000000000000515BI0100001249 30 NOS
138 138 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR 12.43.2 BI01010001010000000000000515BI0100001250 30 NOS
139 139 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) including labour cess.(GST shall be paid extra) As per DSR 12.22 BI01010001010000000000000515BI0100001251 5 NOS
140 140 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. including labour cess.(GST shall be paid extra) As per S.I. No. 518 BI01010001010000000000000515BI0100001252 10 SQM
141 141 SANITARY INSTALLATIONS & C.P FITTINGS :- Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. including labour cess.(GST shall be paid extra) As per DSR No. 17.3.1 BI01010001010000000000000515BI0100001253 21 each
142 142 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat including labour cess.(GST shall be paid extra) As per DSR. No. 17.4.1 BI01010001010000000000000515BI0100001254 7 each
143 143 Providing and fixing wash basin with C.I brackets, 15mm c.p brass pillar taps, 32mm c.p brass waste of standard pattern, including painting od fittings and brackets, cutting and making good the walls wherver require white Vireous china flat back wash basin size 550x 400mm with single 15mm c.p brsss pillar tab DSR 17.7.3 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001255 25 each
144 144 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia' including labour cess.(GST shall be paid extra) As per DSR. No. 17.28.1.1 BI01010001010000000000000515BI0100001256 12 each
145 145 40 mm dia As per DSR. No. 17.28.1.2 BI01010001010000000000000515BI0100001257 25 each
146 146 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including labour cess.(GST shall be paid extra) As per DSR. No. 17.31 BI01010001010000000000000515BI0100001258 25 each
147 147 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 450x300x150 mm including labour cess.(GST shall be paid extra) As per DSR No. 17.11.1 BI01010001010000000000000515BI0100001259 2 each
148 148 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm including labour cess.(GST shall be paid extra) As per DSR No. 17.10.1.1 BI01010001010000000000000515BI0100001260 1 each
149 149 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white pvc automatic flushing cisterm with fittings, standard size c.p brass flush pipe, spreaders with unions and claps (all in c.p brass ) with waste fiting as per IS: 2556 C.I trap with oulet grating and other couplings in C.P brass incliding painting of fittingsa dn cutting and making good the wall and floors where required DSR 17.5.2 including labour cess. (GST shall be paid extra)\nRange of two half stall unirals with 5 litre pvc automatic flushing cisterm\n BI01010001010000000000000515BI0100001261 9 each
150 150 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade including labour cess.(GST shall be paid extra) As per DSR NO. 8.10.2 BI01010001010000000000000515BI0100001262 8 Sqm.
151 151 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms including labour cess.(GST shall be paid extra) As per DSR NO. 17.70.2 BI01010001010000000000000515BI0100001263 32 each
152 152 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. including labour cess.(GST shall be paid extra)As per DSR 17.71 BI01010001010000000000000515BI0100001264 25 each
153 153 17.73- Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour DSR 17.73.1 - 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001265 50 each
154 154 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length, 15 mm nominal bore including labour cess.(GST shall be paid extra) As per DSR NO. 18.21.2.1 BI01010001010000000000000515BI0100001266 65 each
155 155 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 including labour cess.(GST shall be paid extra) As per S.I. No. 18.49.1 BI01010001010000000000000515BI0100001267 25 each
156 156 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per DSR. No. 18.51.1 BI01010001010000000000000515BI0100001268 7 each
157 157 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per DSR. No. 18.53.1 BI01010001010000000000000515BI0100001269 58 each
158 158 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR NO.12.43 BI01010001010000000000000515BI0100001270 61 Each
159 159 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 mm dia including labour cess.(GST shall be paid extra) As per DSR NO.19.2.1 BI01010001010000000000000515BI0100001271 175 metre
160 160 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm including labour cess.(GST shall be paid extra) As per DSR NO. 12.41.2 BI01010001010000000000000515BI0100001272 250 Metre
161 161 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110 mm Bend including labour cess.(GST shall be paid extra) As per DSR NO.12.42.5.2 BI01010001010000000000000515BI0100001273 18 Each
162 162 110 mm shoue As per DSR no. 12.42.6.2 BI01010001010000000000000515BI0100001274 18 Each
163 163 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. including labour cess.(GST shall be paid extra) As per DSR NO.12.44 BI01010001010000000000000515BI0100001275 18 Each
164 164 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR NO. 12.43.2 BI01010001010000000000000515BI0100001276 122 Each
165 165 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra)As per DSR NO. 12.22 BI01010001010000000000000515BI0100001277 18 Each
166 166 INTERNAL & EXTERNAL WATER SUPPLY WORKS:-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes including labour cess.(GST shall be paid extra)As per DSR NO. 18.8.2 BI01010001010000000000000515BI0100001278 145 Rm.
167 167 25mm dia nominal outer dia pipes As per DSR NO. 18.8.3 BI01010001010000000000000515BI0100001279 60 Rm.
168 168 32mm dia nominal outer dia pipes As per DSR NO.18.8.4 BI01010001010000000000000515BI0100001280 100 Rm.
169 169 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. Internal work-Exposed on wall 20mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR NO. 18.10.2 BI01010001010000000000000515BI0100001281 30 Metre
170 170 25mm dia nominal bore As per DSR NO. 18.10.3 BI01010001010000000000000515BI0100001282 60 Metre
171 171 40mm dia nominal bore As per DSR NO.18.10.5 BI01010001010000000000000515BI0100001283 115 Metre
172 172 50mm dia nominal bore As per DSR NO.18.10.6 BI01010001010000000000000515BI0100001284 60 Metre
173 173 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 20mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR NO.18.38.2 BI01010001010000000000000515BI0100001285 30 Metre
174 174 25mm dia nominal bore As per DSR NO.18.38.3 BI01010001010000000000000515BI0100001286 60 Metre
175 175 40mm dia nominal boreAs per DSR NO.18.38.5 BI01010001010000000000000515BI0100001287 115 Metre
176 176 50mm dia nominal boreAs per DSR NO.18.38.6 BI01010001010000000000000515BI0100001288 60 Metre
177 177 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 20mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR NO.18.46.2 BI01010001010000000000000515BI0100001289 10 Metre
178 178 25mm dia nominal bore As per DSR NO.18.46.3 BI01010001010000000000000515BI0100001290 20 Metre
179 179 40mm dia nominal bore As per DSR NO.18.46.5 BI01010001010000000000000515BI0100001291 38 Metre
180 180 50mm dia nominal boreAs per DSR NO.18.46.6 BI01010001010000000000000515BI0100001292 20 Metre
181 181 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR NO.18.17.1 BI01010001010000000000000515BI0100001293 2 Each
182 182 40mm dia nominal bore As per DSR NO.18.17.3 BI01010001010000000000000515BI0100001294 7 Each
183 183 50mm dia nominal bore As per DSR NO.18.17.4 BI01010001010000000000000515BI0100001295 4 Each
184 184 Providing and fixing brass stop cock of approved quality. b) 20 mm nominal bore As per DSR NO.18.16.20 BI01010001010000000000000515BI0100001296 1 Nos.
185 185 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters including labour cess.(GST shall be paid extra) As per DSR NO.18.48 BI01010001010000000000000515BI0100001297 8000 Ltr.
186 186 SEWERAGE SYSTEM :- Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. including labour cess.(GST shall be paid extra) As per DSR NO.2.10.1.2 BI01010001010000000000000515BI0100001298 35 metre
187 187 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter including labour cess.(GST shall be paid extra) As per DSR NO.19.1.1 BI01010001010000000000000515BI0100001299 15 metre
188 188 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 100mm dia SW pipe including labour cess.(GST shall be paid extra) As per DSR NO.19.2.1 BI01010001010000000000000515BI0100001300 15 metre
189 189 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes including labour cess.(GST shall be paid extra) As per DSR NO.19.6.2 BI01010001010000000000000515BI0100001301 20 metre
190 190 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. RCC Pipes including labour cess.(GST shall be paid extra) As per DSR NO.19.3.2 BI01010001010000000000000515BI0100001302 20 metre
191 191 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 150 x 100 mm size P type With Sewer bricks conforming to IS : 4885 including labour cess.(GST shall be paid extra) As per DSR NO.19.4.2.2 BI01010001010000000000000515BI0100001303 8 each
192 192 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line including labour cess.(GST shall be paid extra) As per DSR NO.19.7.1 BI01010001010000000000000515BI0100001304 4 each
193 193 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar including labour cess.(GST shall be paid extra) As per DSR NO.19.15.1 BI01010001010000000000000515BI0100001305 8 each
194 194 SEWERAGE WORKS :- Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter including labour cess.(GST shall be paid extra) As per DSR NO.2.10.1.2 BI01010001010000000000000515BI0100001306 388 metre
195 195 1.50 m to 3.00 m depth As per DSR NO.2.11 BI01010001010000000000000515BI0100001307 72 metre
196 196 Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter including labour cess.(GST shall be paid extra) As per DSR NO.2.20.1 BI01010001010000000000000515BI0100001308 582 Sqm
197 197 Depth 1.5 to 3.00 meter As per DSR NO.2.20.2 BI01010001010000000000000515BI0100001309 216 Sqm
198 198 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes including labour cess.(GST shall be paid extra)DSR NO.9.6.2 BI01010001010000000000000515BI0100001310 350 metre
199 199 Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 300 mm. dia. including labour cess.(GST shall be paid extra)DSR NO.19.3.2 BI01010001010000000000000515BI0100001311 350 metre
200 200 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). including labour cess.(GST shall be paid extra) As per DSR NO.19.7.1 BI01010001010000000000000515BI0100001312 22 each
201 201 Size 90x80cm with common burnt clay FPS (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR NO.19.8.1.1 BI01010001010000000000000515BI0100001313 16 metre
202 202 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and\nweight of frame 100 kg) : With common burnt clay FPS (non modular) bricks of class designation 75 including labour cess.(GST shall be paid extra) As perDSR NO.19.7.3.1 BI01010001010000000000000515BI0100001314 8 each
203 203 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR NO.19.8.2.1 BI01010001010000000000000515BI0100001315 0.5 metre
204 204 Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. including labour cess.(GST shall be paid extra) As per DSR NO.19.1.6 BI01010001010000000000000515BI0100001316 36 each
205 205 CONSTRUCTION OF EXTERNAL WATER SUPPLY WORKS:- Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 80 mm nominal bore. including labour cess.(GST shall be paid extra) As perDSR NO.18.12.8 BI01010001010000000000000515BI0100001317 42 Rm.
206 206 65mm nominal bore. As perDSR NO.18.12.7 BI01010001010000000000000515BI0100001318 78 Rm.
207 207 50mm nominal bore. As perDSR NO.18.12.6 BI01010001010000000000000515BI0100001319 86 Rm.
208 208 40mm nominal bore. As perDSR NO.18.12.5 BI01010001010000000000000515BI0100001320 148 Rm.
209 209 32mm nominal bore. As perDSR NO.18.12.4 BI01010001010000000000000515BI0100001321 196 Rm.
210 210 25mm nominal bore. As perDSR NO.18.12.3 BI01010001010000000000000515BI0100001322 228 Rm.
211 211 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 80mm nominal bore. including labour cess.(GST shall be paid extra)DSR NO.18.17.6 BI01010001010000000000000515BI0100001323 1 Nos.
212 212 65mm nominal bore. As perDSR NO.18.17.5 BI01010001010000000000000515BI0100001324 2 Nos.
213 213 50mm nominal bore. As per DSR NO.18.17.4 BI01010001010000000000000515BI0100001325 1 Nos.
214 214 40mm nominal bore. As perDSR NO.18.17.3 BI01010001010000000000000515BI0100001326 2 Nos.
215 215 32mm nominal bore. As perDSR NO.18.17.2 BI01010001010000000000000515BI0100001327 3 Nos.
216 216 25mm nominal bore. As perDSR NO.18.17.1 BI01010001010000000000000515BI0100001328 7 Nos.
217 217 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR NO.18.34.1 BI01010001010000000000000515BI0100001329 7 Each
218 218 Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design including labour cess.(GST shall be paid extra) As per DSR NO.18.33.1 BI01010001010000000000000515BI0100001330 12 each
219 219 Septic Tank :- Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches.From 0.00 mt to 1.50 mt From 0.00 mt to 1.50 mt including labour cess.(GST shall be paid extra) As per S.I. No 251. BI01010001010000000000000515BI0100001331 47 CUM
220 220 1.50mt to 3.0 mt As per S.I. No 251.+254 BI01010001010000000000000515BI0100001332 45 CUM
221 221 3.0 mt to 4.50 mt As per S.I. No 251.+254 BI01010001010000000000000515BI0100001333 12 CUM
222 222 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. including labour cess.(GST shall be paid extra) As per S.I. No 281 BI01010001010000000000000515BI0100001334 3 CUM
223 223 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) including labour cess.(GST shall be paid extra) As per S.I. No 284A BI01010001010000000000000515BI0100001335 4 CUM
224 224 M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No 305 BI01010001010000000000000515BI0100001336 19 CUM
225 225 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. including labour cess.(GST shall be paid extra) As per S.I. No 504 BI01010001010000000000000515BI0100001337 3 QTL
226 226 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No 586+596 BI01010001010000000000000515BI0100001338 82 SQM
227 227 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001339 19 SQM
228 228 Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 including labour cess.(GST shall be paid extra) As per DSR NO.17.35.2 BI01010001010000000000000515BI0100001340 2 RM
229 229 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) including labour cess.(GST shall be paid extra) As per DSR NO.19.15.1 BI01010001010000000000000515BI0100001341 18 NO.
230 230 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR NO.19.32.1 BI01010001010000000000000515BI0100001342 2 NO.
231 231 Rain Harvesting :- Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001343 22 Cum
232 232 In all kind of soil upto 1.5m to 3.0m. Depth As per S.I. No. 251+254 BI01010001010000000000000515BI0100001344 22 Cum
233 233 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 II BI01010001010000000000000515BI0100001345 22 Cum
234 234 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 III BI01010001010000000000000515BI0100001346 15 Cum
235 235 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001347 2 Cum
236 236 M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 305 BI01010001010000000000000515BI0100001348 22 Cum
237 237 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. including labour cess.(GST shall be paid extra) As per S.I. No. 284a BI01010001010000000000000515BI0100001349 1 Cum
238 238 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001350 99 Kg
239 239 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001351 49 Sqm
240 240 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar including labour cess.(GST shall be paid extra)DSR NO.19.15.1 BI01010001010000000000000515BI0100001352 13 Nos.
241 241 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter including labour cess.(GST shall be paid extra)DSR NO.19.19.3.1 BI01010001010000000000000515BI0100001353 2 No.
242 242 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually. including labour cess.(GST shall be paid extra)DSR NO.23.1.1.1 BI01010001010000000000000515BI0100001354 20 M
243 243 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia including labour cess.(GST shall be paid extra)DSR NO.23.4.2 BI01010001010000000000000515BI0100001355 20 M
244 244 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra)DSR NO23.5 BI01010001010000000000000515BI0100001356 3 cum
245 245 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra)DSR NO.23.6 BI01010001010000000000000515BI0100001357 3 cum
246 246 Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra)DSR NO.23.7 BI01010001010000000000000515BI0100001358 3 cum
247 247 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra)DSR NO.23.8 BI01010001010000000000000515BI0100001359 2 Cum
248 248 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra)DSR NO.18.33.1 BI01010001010000000000000515BI0100001360 13 No.
249 249 Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. upto 1.50 m depth including labour cess.(GST shall be paid extra)DSR NO.2.10.1.2 BI01010001010000000000000515BI0100001361 188 metre
250 250 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 150mm diameter including labour cess.(GST shall be paid extra)DSR NO.19.6.2 BI01010001010000000000000515BI0100001362 188 metre
251 251 Providing & laying for 150mm dia meter cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. including labour cess.(GST shall be paid extra) DSR NO 19.2.2 BI01010001010000000000000515BI0100001363 188 metre
252 252 Work Shop-A Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001364 1460 SQM
253 253 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001365 194 CUM
254 254 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra)As per S.I. No. 281 BI01010001010000000000000515BI0100001366 56 CUM
255 255 Same as above but for under floor BI01010001010000000000000515BI0100001367 62 CUM
256 256 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. M-20 including labour cess.(GST shall be paid extra) As per S.I. NO. 283A BI01010001010000000000000515BI0100001368 40 CUM
257 257 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. NO.289 BI01010001010000000000000515BI0100001369 14 CUM
258 258 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. NO.283a BI01010001010000000000000515BI0100001370 10 CUM
259 259 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work including labour cess.(GST shall be paid extra) As per S.I. NO.303 BI01010001010000000000000515BI0100001371 154 CUM
260 260 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) as per S.I. NO. 584a+596 BI01010001010000000000000515BI0100001372 85 SQM
261 261 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm including labour cess.(GST shall be paid extra) page 17 new item 1 BI01010001010000000000000515BI0100001373 753 SQM
262 262 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001374 898 CUM
263 263 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 13 mm nominal size). including labour cess.(GST shall be paid extra) as per S.I. NO.361 BI01010001010000000000000515BI0100001375 43 SQM
264 264 Providing and applying one coat of residual petroleum bitmen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course aftr claning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. as per DSR 4.13 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001376 43 SQM
265 265 SUPER STRUCTURE :- M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) As per S.I. No 303+309+310+310a BI01010001010000000000000515BI0100001377 3 CUM
266 266 M-150 half brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) AS per S.I. NO. 305+209+310+310a BI01010001010000000000000515BI0100001378 5 CUM
267 267 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. (Bearing Plaster) including labour cess.(GST shall be paid extra) as per S.I. No.584+596 BI01010001010000000000000515BI0100001379 52 SQM
268 268 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No.283a BI01010001010000000000000515BI0100001380 3 CUM
269 269 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item including labour cess.(GST shall be paid extra) as per S.I. No.289 BI01010001010000000000000515BI0100001381 26 CUM
270 270 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. NO. 288 BI01010001010000000000000515BI0100001382 29 CUM
271 271 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No.284a BI01010001010000000000000515BI0100001383 20 CUM
272 272 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Plinth LVl including labour cess.(GST shall be paid extra) as per S.I. No.504 BI01010001010000000000000515BI0100001384 67 QTL
273 273 Ground Floor as per S.I. No.504 BI01010001010000000000000515BI0100001385 104 QTL
274 274 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001386 472 KG
275 275 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S or iron work in hold fasts Door/Window/Ventilator including labour cess.(GST shall be paid extra) as per S.I. NO. 502a BI01010001010000000000000515BI0100001387 124 KG
276 276 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001388 1402 KG
277 277 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001389 1084 KG
278 278 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading including labour cess.(GST shall be paid extra) as per dsr no 9.51.2 BI01010001010000000000000515BI0100001390 63 SQM
279 279 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) as per sor 2014 BI01010001010000000000000515BI0100001391 21 NOS
280 280 (b) Window chaukhats BI01010001010000000000000515BI0100001392 14 NOS
281 281 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001393 13 NOS
282 282 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 fine sand. including labour cess.(GST shall be paid extra) As per S.I. NO. 586+596 BI01010001010000000000000515BI0100001394 1277 SQM
283 283 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 fine sand (1.25FM) including labour cess.(GST shall be paid extra) as per S.I. No. 586 BI01010001010000000000000515BI0100001395 796 SQM
284 284 12mm thick plaster in 1:3 (cement : coarse sand ) on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) as per si no 583 BI01010001010000000000000515BI0100001396 94 SQM
285 285 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) chp. 13(13.76) BI01010001010000000000000515BI0100001397 339 Rm
286 286 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work including labour cess.(GST shall be paid extra)As per S.I. No. 255 BI01010001010000000000000515BI0100001398 108 CUM
287 287 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001399 108 SQM
288 288 Providing & laying in cement concrete 1:2:4 of not less than strength of M-150 stone ballast 20mm nominal size (1 cement : 2 coarse sand : 4 graded stone grit) and curing complete including cost of formwork in foundation and floors. Including trimixing & temprature reinforcement. including labour cess.(GST shall be paid extra) BI01010001010000000000000515BI0100001400 566 SQM
289 289 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) As pr S.I. NO. 13.7.1 BI01010001010000000000000515BI0100001401 31 SQM
290 290 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick including labour cess.(GST shall be paid extra) Chap 14 SI NO. 1 BI01010001010000000000000515BI0100001402 123 SQM
291 291 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. including labour cess.(GST shall be paid extra) Chap 14 SI NO. 1 BI01010001010000000000000515BI0100001403 15 SQM
292 292 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. including labour cess.(GST shall be paid extra) as per S.I. No. 628 BI01010001010000000000000515BI0100001404 38 SQM
293 293 Providing and 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 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. including labour cess.(GST shall be paid extra) as per S.I. No. 628 BI01010001010000000000000515BI0100001405 144 SQM
294 294 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade,colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete asper direction of Engineer-in-Charge. including labour cess.(GST shall be paid extra) Chapt 14 S.I. NO. 8.2.2.2 BI01010001010000000000000515BI0100001406 1 SQM
295 295 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 35 mm thick including labour cess.(GST shall be paid extra) as per S.I. no 470II BI01010001010000000000000515BI0100001407 15 SQM
296 296 For Double Leaf s per S.I. No 470II+IV BI01010001010000000000000515BI0100001408 31 SQM
297 297 Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm including labour cess.(GST shall be paid extra) Chap 9 (9.62.1) BI01010001010000000000000515BI0100001409 21 NOS
298 298 P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 300 mm x 10mm including labour cess.(GST shall be paid extra) Chap 9 (9.63.1) BI01010001010000000000000515BI0100001410 21 NOS
299 299 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm thick including labour cess.(GST shall be paid extra) Chap 9 (9.66.1) BI01010001010000000000000515BI0100001411 42 NOS
300 300 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. No. 649+650 BI01010001010000000000000515BI0100001412 1351 SQM
301 301 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (apex Ultima, weather coat all guard) asian, berger. including labour cess.(GST shall be paid extra) Chap 15 S.I. No. 13.46.1 BI01010001010000000000000515BI0100001413 746 SQM
302 302 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. including labour cess.(GST shall be paid extra) Chap 15 S.I. No. 13.26 BI01010001010000000000000515BI0100001414 2098 SQM
303 303 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) as per S.I. No. 812b BI01010001010000000000000515BI0100001415 66 SQM
304 304 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001416 198 SQM
305 305 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001417 93 SQM
306 306 Providing & laying "brick Coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) Chapt 11 new Item 1 BI01010001010000000000000515BI0100001418 64 SQM
307 307 S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. including labour cess.(GST shall be paid extra) as per Material, 21 BI01010001010000000000000515BI0100001419 20 RMT.
308 308 P/F Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including labour cess.(GST shall be paid extra) as per dsr no 10.16.1 BI01010001010000000000000515BI0100001420 9712 KG
309 309 Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. including labour cess.(GST shall be paid extra) chapt 11(12.50) BI01010001010000000000000515BI0100001421 797 SQM
310 310 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness 80x1.25 mm M.S. laths with 1.25 mm thick top cover including labour cess.(GST shall be paid extra) as per S.I. No. 520 BI01010001010000000000000515BI0100001422 30 SQM
311 311 Providing and fixing 27.5 cm long wire spring grade 2 for rolling shutters. including labour cess.(GST shall be paid extra) as per S.I. No. 521 BI01010001010000000000000515BI0100001423 8 NO
312 312 Providing and fixing top cover for rolling shutters made of 18 gauge MS Sheet. including labour cess.(GST shall be paid extra)as per S.I. No. 522 BI01010001010000000000000515BI0100001424 9 SQM
313 313 Providing and fixing ball bearing for rollong shutters. including labour cess.(GST shall be paid extra) as per S.I. No. 523 BI01010001010000000000000515BI0100001425 8 NO
314 314 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR no12.41.2 BI01010001010000000000000515BI0100001426 44 R.M
315 315 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) As per DSR no 12.42.5.2 BI01010001010000000000000515BI0100001427 20 NOS
316 316 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR no 12.43.2 BI01010001010000000000000515BI0100001428 20 NOS
317 317 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) As per DSR no 12.22 BI01010001010000000000000515BI0100001429 1 NOS
318 318 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. including labour cess.(GST shall be paid extra) As per S.I. 518 BI01010001010000000000000515BI0100001430 15 SQM
319 319 Sanitary Installation and C.P. Fittings :- Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests including labour cess.(GST shall be paid extra) As per S.I. NO. 17.3.1 BI01010001010000000000000515BI0100001431 6 each
320 320 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid including labour cess.(GST shall be paid extra) As per S.I. NO. 17.4.1 BI01010001010000000000000515BI0100001432 1 each
321 321 Providing and fixing wash basin with C.I brackets, 15mm c.p brass pillar taps, 32mm c.p brass waste of standard pattern, including painting od fittings and brackets, cutting and making good the walls wherver require white Vireous china flat back wash basin size 550x 400mm with single 15mm c.p brsss pillar tab DSR 17.7.3 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001433 5 each
322 322 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe including labour cess.(GST shall be paid extra) 32 mm dia As per S.I. NO. 17.28.1 BI01010001010000000000000515BI0100001434 3 each
323 323 40 mm dia As per S.I. NO. 17.28.1.2 BI01010001010000000000000515BI0100001435 5 each
324 324 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 17.31 BI01010001010000000000000515BI0100001436 5 each
325 325 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: Range of single half stall urinals with 5 litre PV.C. automatic flushing cistern. including labour cess.(GST shall be paid extra) As per DSR no 17.5.2 BI01010001010000000000000515BI0100001437 3 each
326 326 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade including labour cess.(GST shall be paid extra) As per DSR no8.10.2 BI01010001010000000000000515BI0100001438 2 Sqm.
327 327 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms including labour cess.(GST shall be paid extra) As per DSR no17.70.2 BI01010001010000000000000515BI0100001439 5 each
328 328 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. including labour cess.(GST shall be paid extra) As per DSR no17.71 BI01010001010000000000000515BI0100001440 7 each
329 329 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. including labour cess.(GST shall be paid extra) As per DSR no17 73.2 BI01010001010000000000000515BI0100001441 5 each
330 330 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions including labour cess.(GST shall be paid extra) As per DSR no 18.21.2.1 BI01010001010000000000000515BI0100001442 19 each
331 331 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.49.1 BI01010001010000000000000515BI0100001443 7 each
332 332 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.51.1 BI01010001010000000000000515BI0100001444 3 each
333 333 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.53.1 BI01010001010000000000000515BI0100001445 18 each
334 334 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. including labour cess.(GST shall be paid extra) As per DSR no 12.43 BI01010001010000000000000515BI0100001446 4 Each
335 335 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 mm dia including labour cess.(GST shall be paid extra) As per DSR no 19.2..1 BI01010001010000000000000515BI0100001447 55 metre
336 336 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. including labour cess.(GST shall be paid extra) As per DSR no 12.41.2 BI01010001010000000000000515BI0100001448 75 Metre
337 337 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm dia meter including labour cess.(GST shall be paid extra) As per DSR no 12.42.5.2 BI01010001010000000000000515BI0100001449 16 Each
338 338 110 mm dia meter Shoe (Plain) As per DSR no 12.42.6 BI01010001010000000000000515BI0100001450 16 Each
339 339 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. including labour cess.(GST shall be paid extra) As per DSR no 12.43.2 BI01010001010000000000000515BI0100001451 48 Each
340 340 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. including labour cess.(GST shall be paid extra) As per DSR no 18.8.2 BI01010001010000000000000515BI0100001452 30 Rm.
341 341 Concealed work including cutting chases and making good the walls etc. including labour cess.(GST shall be paid extra) 18.8.3 BI01010001010000000000000515BI0100001453 15 Rm.
342 342 20mm dia nominal outer dia pipes including labour cess.(GST shall be paid extra) As per DSR no 18.8.4 BI01010001010000000000000515BI0100001454 30 Rm.
343 343 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 25mm dia nominal bore including labour cess.(GST shall be paid extra) 18.10.2 BI01010001010000000000000515BI0100001455 60 Metre
344 344 40mm dia nominal bore As per DSR no 18.10.5 BI01010001010000000000000515BI0100001456 15 Metre
345 345 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. including labour cess. 25mm dia. (GST shall be paid extra) As per DSR no 18.38.3 BI01010001010000000000000515BI0100001457 30 Metre
346 346 40mm dia nominal bore As per DSR no 18.38.5 BI01010001010000000000000515BI0100001458 16 Metre
347 347 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). including labour cess.25mm dia. (GST shall be paid extra) As per DSR no 18.46.3 BI01010001010000000000000515BI0100001459 10 Metre
348 348 40mm dia nominal bore As per DSR no 18.46.5 BI01010001010000000000000515BI0100001460 5 Metre
349 349 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR no 18.17.1 BI01010001010000000000000515BI0100001461 2 Each
350 350 40mm dia nominal bore As per DSR no 18.17.3 BI01010001010000000000000515BI0100001462 2 Each
351 351 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters including labour cess.(GST shall be paid extra) As per DSR. NO. 18.48 BI01010001010000000000000515BI0100001463 2000 Litre
352 352 SEWERAGE SYSTEM :- Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. including labour cess.(GST shall be paid extra) As per DSR no 2.10.1.2 BI01010001010000000000000515BI0100001464 15 metre
353 353 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter including labour cess.(GST shall be paid extra) As per DSR no 19.1.1 BI01010001010000000000000515BI0100001465 10 metre
354 354 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 100mm dia SW pipe including labour cess.(GST shall be paid extra) As per DSR no 19.2.1 BI01010001010000000000000515BI0100001466 15 metre
355 355 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. including labour cess.(GST shall be paid extra) As per DSR no 19.6.1 BI01010001010000000000000515BI0100001467 5 metre
356 356 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. RCC Pipes including labour cess.(GST shall be paid extra) As per DSR no 19.3.2 BI01010001010000000000000515BI0100001468 5 metre
357 357 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 150 x 100 mm size P type With Sewer bricks conforming to IS : 4885 including labour cess.(GST shall be paid extra) As per DSR no 19.4.2 BI01010001010000000000000515BI0100001469 4 each
358 358 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 including labour cess.(GST shall be paid extra) As per DSR no 19.7.1 BI01010001010000000000000515BI0100001470 2 each
359 359 (i) For Sewer Line As per DSR no 19.7.1 BI01010001010000000000000515BI0100001471 2 each
360 360 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001472 4 each
361 361 Septic Tank :- Earth Work in excavation over areas including disposal of excavated earth lead upto 50 m disposed earth to be levelled and neatly dressed . In all kind of soil upto 1.5 m dept. (PWD-251) including labour cess.(GST shall be paid extra) As per S.I. NO. 251 BI01010001010000000000000515BI0100001473 12 cum
362 362 Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded Stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. (PWD-281) including labour cess.(GST shall be paid extra) As per S.I. NO. 281 BI01010001010000000000000515BI0100001474 0.91 cum
363 363 Brick work with brick of class designation 150 in foundation & Plinth in cement mortar (1 cement : 4 coarse sand ) septic tank PWD 305 including labour cess.(GST shall be paid extra) As per S.I. NO. 305 BI01010001010000000000000515BI0100001475 5 cum
364 364 Reinforced cement concrete work in slab cover for septic tank 1:1.5:3 PWD -284a including labour cess.(GST shall be paid extra) As per S.I. NO. 284a BI01010001010000000000000515BI0100001476 0.65 cum
365 365 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. PWD-504) including labour cess.(GST shall be paid extra) As per S.I. NO. 504 BI01010001010000000000000515BI0100001477 0.51 Qtl
366 366 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001478 2 sqm
367 367 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. NO. 586+596 BI01010001010000000000000515BI0100001479 14 sqm
368 368 Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar. including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001480 7 Nos.
369 369 Providing & fixing soil, wast and vent pipe. 75 mm dia sand cost iron S&S pipe. including labour cess.(GST shall be paid extra) As per DSR no 17.35.2 BI01010001010000000000000515BI0100001481 2 Rmt.
370 370 Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia. M.D.-10- square shape ,450 int. dia. including labour cess.(GST shall be paid extra) As per DSR no 19.19.3.1 BI01010001010000000000000515BI0100001482 1 Nos
371 371 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 19.32.1 BI01010001010000000000000515BI0100001483 1 Nos
372 372 Rain Harvesting :- Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001484 22 Cum
373 373 In all kind of soil upto 1.5m to 3.0m. Depth As per S.I. No. 251+254 BI01010001010000000000000515BI0100001485 22 Cum
374 374 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 II BI01010001010000000000000515BI0100001486 22 Cum
375 375 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 III BI01010001010000000000000515BI0100001487 15 Cum
376 376 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001488 2 Cum
377 377 M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 305 BI01010001010000000000000515BI0100001489 22 Cum
378 378 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. including labour cess.(GST shall be paid extra) As per S.I. No. 284a BI01010001010000000000000515BI0100001490 1 Cum
379 379 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001491 99 Kg
380 380 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001492 49 Sqm
381 381 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001493 13 Nos.
382 382 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter including labour cess.(GST shall be paid extra) As per DSR no 11.19.3.1 BI01010001010000000000000515BI0100001494 2 No.
383 383 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually. including labour cess.(GST shall be paid extra) As per DSR no 23.1.1.1 BI01010001010000000000000515BI0100001495 20 M
384 384 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia including labour cess.(GST shall be paid extra) As per DSR no 23.4.1 BI01010001010000000000000515BI0100001496 20 M
385 385 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.5 BI01010001010000000000000515BI0100001497 3 cum
386 386 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.6 BI01010001010000000000000515BI0100001498 3 cum
387 387 Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.7 BI01010001010000000000000515BI0100001499 3 cum
388 388 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.8 BI01010001010000000000000515BI0100001500 2 Cum
389 389 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 18.33.1 BI01010001010000000000000515BI0100001501 13 No.
390 390 Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. upto 1.50 m depth including labour cess.(GST shall be paid extra) As per DSR no 2.10.1.2 BI01010001010000000000000515BI0100001502 188 metre
391 391 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 150mm diameter including labour cess.(GST shall be paid extra) As per DSR no 19.6.2 BI01010001010000000000000515BI0100001503 188 metre
392 392 Providing & laying 150mm dia meter for cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. including labour cess.(GST shall be paid extra) As per DSR no 19.2.2 BI01010001010000000000000515BI0100001504 188 metre
393 393 Work Shop-B Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001505 1449 SQM
394 394 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001506 350 CUM
395 395 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra)As per S.I. No. 281 BI01010001010000000000000515BI0100001507 47 CUM
396 396 Same as above but for under floor As per S.I. No. 281 BI01010001010000000000000515BI0100001508 59 CUM
397 397 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. M-20 including labour cess.(GST shall be paid extra) As per S.I. NO. 283a BI01010001010000000000000515BI0100001509 38 CUM
398 398 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283 BI01010001010000000000000515BI0100001510 7 CUM
399 399 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283 BI01010001010000000000000515BI0100001511 5 CUM
400 400 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001512 210 CUM
401 401 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584a+596 BI01010001010000000000000515BI0100001513 94 SQM
402 402 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 New item 1 BI01010001010000000000000515BI0100001514 826 SQM
403 403 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001515 972 CUM
404 404 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 13 mm nominal size). including labour cess.(GST shall be paid extra) As per S.I. No. 361 BI01010001010000000000000515BI0100001516 38 SQM
405 405 Providing and applying one coat of residual petroleum bitmen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course aftr claning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. as per DSR 4.13 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001517 38 SQM
406 406 M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) As per S.I. NO. 303+309+310+310a BI01010001010000000000000515BI0100001518 110 CUM
407 407 M-150 Half brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) As per S.I. 305b,309,310,310a BI01010001010000000000000515BI0100001519 3 CUM
408 408 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584a+596 BI01010001010000000000000515BI0100001520 46 SQM
409 409 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283A BI01010001010000000000000515BI0100001521 3 CUM
410 410 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item including labour cess.(GST shall be paid extra) As per S.I. No. 283a BI01010001010000000000000515BI0100001522 21 CUM
411 411 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) S.I. No. 289 BI01010001010000000000000515BI0100001523 36 CUM
412 412 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) S.I. No. 284A BI01010001010000000000000515BI0100001524 22 CUM
413 413 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Plinth Lvl. including labour cess.(GST shall be paid extra) S.I. No. 504 BI01010001010000000000000515BI0100001525 48 QTL
414 414 Ground Floor as per S.I. No.504 BI01010001010000000000000515BI0100001526 104 QTL
415 415 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001527 427 KG
416 416 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S or iron work in hold fasts Door/Window/Ventilator including labour cess.(GST shall be paid extra) S.I. No. 502a BI01010001010000000000000515BI0100001528 99 KG
417 417 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc.including labour cess.(GST shall be paid extra) S.I. No. 503 BI01010001010000000000000515BI0100001529 1252 KG
418 418 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001530 967 KG
419 419 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading including labour cess.(GST shall be paid extra) As per DSR No. 9.51.2 BI01010001010000000000000515BI0100001531 56 SQM
420 420 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) including labour cess.(GST shall be paid extra) As per SOR 2014 BI01010001010000000000000515BI0100001532 19 NOS
421 421 (b) Window chaukhats BI01010001010000000000000515BI0100001533 10 NOS
422 422 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001534 6 NOS
423 423 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand. including labour cess.(GST shall be paid extra) S.I. No. 586+596 BI01010001010000000000000515BI0100001535 1019 SQM
424 424 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 fine sand (1.25FM) including labour cess.(GST shall be paid extra) S.I. No. 586 BI01010001010000000000000515BI0100001536 629 SQM
425 425 12mm thick plaster in 1:3 (cement : coarse sand ) on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) As per S.I. NO. 583 BI01010001010000000000000515BI0100001537 80 SQM
426 426 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) Chap 13(13.76) BI01010001010000000000000515BI0100001538 322 RM
427 427 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) As per S.I. 255 BI01010001010000000000000515BI0100001539 101 CUM
428 428 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001540 112 SQM
429 429 Providing & laying in cement concrete 1:2:4 of not less than strength of M-150 stone ballast 20mm nominal size (1 cement : 2 coarse sand : 4 graded stone grit) and curing complete including cost of formwork in foundation and floors. Including trimixing & temprature reinforcement. including labour cess.(GST shall be paid extra) BI01010001010000000000000515BI0100001541 530 SQM
430 430 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) As per SI. No. 13.7.1 BI01010001010000000000000515BI0100001542 28 SQM
431 431 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick including labour cess.(GST shall be paid extra) Chapt 14 S.I. No. 1 BI01010001010000000000000515BI0100001543 117 SQM
432 432 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. including labour cess.(GST shall be paid extra) Chapt 14 S.I. No. 1 BI01010001010000000000000515BI0100001544 14 SQM
433 433 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001545 42 SQM
434 434 Providing and 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 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001546 160 SQM
435 435 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. (35 mm thick) including labour cess.(GST shall be paid extra) As per S.I. NO. 470II BI01010001010000000000000515BI0100001547 15 SQM
436 436 For Double Leaf As per S.I. NO. 470 II+IV BI01010001010000000000000515BI0100001548 26 SQM
437 437 Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm including labour cess.(GST shall be paid extra) Chapter 9(9.62.1) BI01010001010000000000000515BI0100001549 19 NOS
438 438 P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 300 mm x 10mm including labour cess.(GST shall be paid extra) Chapter 9(9.63.1) BI01010001010000000000000515BI0100001550 19 NOS
439 439 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm thick including labour cess.(GST shall be paid extra) Chapter 9(9.66.1) BI01010001010000000000000515BI0100001551 38 NOS
440 440 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. No. 649 & 650 BI01010001010000000000000515BI0100001552 1099 SQM
441 441 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (apex Ultima, weather coat all guard) asian, berger. including labour cess.(GST shall be paid extra) Chapter 15(13.46.1) BI01010001010000000000000515BI0100001553 556 SQM
442 442 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. including labour cess.(GST shall be paid extra) Chapter 15(13.26) BI01010001010000000000000515BI0100001554 1656 SQM
443 443 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) As per S.I. No. 812B BI01010001010000000000000515BI0100001555 56 SQM
444 444 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001556 266 SQM
445 445 Painting or vanishing two coats on iron works in door and ventilation and others small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 Ground Floor including labour cess.(GST shall be paid extra) as per S.I. NO 641+642 BI01010001010000000000000515BI0100001557 83 SQM
446 446 Providing & laying "brick Coba" 150 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) Chapter 11 new Item 1 BI01010001010000000000000515BI0100001558 77 SQM
447 447 S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. including labour cess.(GST shall be paid extra) As per Material 21 BI01010001010000000000000515BI0100001559 24 RMT.
448 448 Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including labour cess.(GST shall be paid extra) as per DSR No. 10.16.1 BI01010001010000000000000515BI0100001560 9392 KG
449 449 Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. including labour cess.(GST shall be paid extra) Chapter 11 (12.50) BI01010001010000000000000515BI0100001561 749 SQM
450 450 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness 80x1.25 mm M.S. laths with 1.25 mm thick top cover including labour cess.(GST shall be paid extra) as per SI. No. 520 BI01010001010000000000000515BI0100001562 27 SQM
451 451 Providing and fixing 27.5 cm long wire spring grade 2 for rolling shutters. as per SI. No. 521 BI01010001010000000000000515BI0100001563 8 NO
452 452 Providing and fixing top cover for rolling shutters made of 18 gauge MS Sheet. as per SI. No. 522 BI01010001010000000000000515BI0100001564 10 SQM
453 453 Providing and fixing ball bearing for rollong shutters. as per SI. No. 523 BI01010001010000000000000515BI0100001565 8 NO
454 454 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR No.12.41.2 BI01010001010000000000000515BI0100001566 9 R.M
455 455 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) As per DSR No. 12.42.5.2 BI01010001010000000000000515BI0100001567 4 NOS
456 456 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR No. 12.43.2 BI01010001010000000000000515BI0100001568 4 NOS
457 457 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) As per DSR No. 12.22 BI01010001010000000000000515BI0100001569 8 NOS
458 458 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. including labour cess.(GST shall be paid extra) As per S.I. No. 518 BI01010001010000000000000515BI0100001570 15 SQM
459 459 Sanitary Installation and C.P. Fittings :- Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests including labour cess.(GST shall be paid extra) As per S.I. NO. 17.3.1 BI01010001010000000000000515BI0100001571 6 each
460 460 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid including labour cess.(GST shall be paid extra) As per S.I. NO. 17.4.1 BI01010001010000000000000515BI0100001572 1 each
461 461 Providing and fixing wash basin with C.I brackets, 15mm c.p brass pillar taps, 32mm c.p brass waste of standard pattern, including painting od fittings and brackets, cutting and making good the walls wherver require white Vireous china flat back wash basin size 550x 400mm with single 15mm c.p brsss pillar tab DSR 17.7.3 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001573 5 each
462 462 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe including labour cess.(GST shall be paid extra) 32 mm dia As per S.I. NO. 17.28.1 BI01010001010000000000000515BI0100001574 3 each
463 463 40 mm dia As per S.I. NO. 17.28.1.2 BI01010001010000000000000515BI0100001575 5 each
464 464 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 17.31 BI01010001010000000000000515BI0100001576 5 each
465 465 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: Range of single half stall urinals with 5 litre PV.C. automatic flushing cistern. including labour cess.(GST shall be paid extra) As per S.I. NO. 17.5.2 BI01010001010000000000000515BI0100001577 3 each
466 466 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade including labour cess.(GST shall be paid extra) As per DSR No. 8.10.2 BI01010001010000000000000515BI0100001578 2 Sqm.
467 467 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms including labour cess.(GST shall be paid extra) As per DSR No. 17.70.2 BI01010001010000000000000515BI0100001579 5 each
468 468 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. including labour cess.(GST shall be paid extra) As per DSR No. 17.71 BI01010001010000000000000515BI0100001580 7 each
469 469 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. including labour cess.(GST shall be paid extra) As per DSR No. 17.73.2 BI01010001010000000000000515BI0100001581 6 each
470 470 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions including labour cess.(GST shall be paid extra) As per DSR No. 18.21.2.1 BI01010001010000000000000515BI0100001582 18 each
471 471 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.49.1 BI01010001010000000000000515BI0100001583 6 each
472 472 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.51.1 BI01010001010000000000000515BI0100001584 3 each
473 473 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore including labour cess.(GST shall be paid extra) As per S.I. NO. 18.53.1 BI01010001010000000000000515BI0100001585 15 each
474 474 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. including labour cess.(GST shall be paid extra) As per DSR No.12.43 BI01010001010000000000000515BI0100001586 24 Each
475 475 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 mm dia including labour cess.(GST shall be paid extra) As per DSR No.19.22 BI01010001010000000000000515BI0100001587 18 metre
476 476 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. including labour cess.(GST shall be paid extra) As per DSR No. 12.41.2 BI01010001010000000000000515BI0100001588 48 Metre
477 477 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm including labour cess.(GST shall be paid extra) As per DSR No. 12.42.5.2 BI01010001010000000000000515BI0100001589 14 Each
478 478 110mm dia meter Shoe (Plain) As per DSR No.12.42.6.2 BI01010001010000000000000515BI0100001590 14 Each
479 479 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. including labour cess.(GST shall be paid extra) As per DSR No. 12.42.2 BI01010001010000000000000515BI0100001591 32 Each
480 480 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. including labour cess.(GST shall be paid extra) As per DSR No. 18.8.2 BI01010001010000000000000515BI0100001592 27 Rm.
481 481 Concealed work including cutting chases and making good the walls etc. including labour cess.(GST shall be paid extra) As per DSR No. 18.8.3 BI01010001010000000000000515BI0100001593 12 Rm.
482 482 20mm dia nominal outer dia pipes including labour cess.(GST shall be paid extra) As per DSR No.18.10.5 BI01010001010000000000000515BI0100001594 26 Rm.
483 483 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 25mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR No.18.10.2 BI01010001010000000000000515BI0100001595 60 Metre
484 484 40mm dia nominal boreAs per DSR No. 18.10.5 BI01010001010000000000000515BI0100001596 15 Metre
485 485 Painting GI 25mm pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. including labour cess.(GST shall be paid extra) As per DSR No. 18.38.3 BI01010001010000000000000515BI0100001597 30 Metre
486 486 40mm dia nominal bore As per DSR No. 18.38.5 BI01010001010000000000000515BI0100001598 16 Metre
487 487 Providing and fixing 25mm GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). including labour cess.(GST shall be paid extra)As per DSR No. 18.46.3 BI01010001010000000000000515BI0100001599 10 Metre
488 488 40mm dia nominal boreAs per DSR No.18.46.5 BI01010001010000000000000515BI0100001600 5 Metre
489 489 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore including labour cess.(GST shall be paid extra) As per DSR no 18.17.1 BI01010001010000000000000515BI0100001601 2 Each
490 490 40mm dia nominal bore As per DSR NO.18.17.3 BI01010001010000000000000515BI0100001602 2 Each
491 491 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters including labour cess.(GST shall be paid extra) As per DSR No. 18.48 BI01010001010000000000000515BI0100001603 2000 Litre
492 492 SEWERAGE SYSTEM :- Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. including labour cess.(GST shall be paid extra) As per DSR No.2.10.1.2 BI01010001010000000000000515BI0100001604 18 metre
493 493 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter including labour cess.(GST shall be paid extra) As per DSR No. 19.1.1 BI01010001010000000000000515BI0100001605 12 metre
494 494 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 100mm dia SW pipe including labour cess.(GST shall be paid extra) As per DSR No. 19.2.1 BI01010001010000000000000515BI0100001606 12 metre
495 495 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. including labour cess.(GST shall be paid extra) As per DSR No. 19.6.2 BI01010001010000000000000515BI0100001607 8 metre
496 496 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. RCC Pipes including labour cess.(GST shall be paid extra) As per DSR No. 19.3.2 BI01010001010000000000000515BI0100001608 5 metre
497 497 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 150 x 100 mm size P type With Sewer bricks conforming to IS : 4885 including labour cess.(GST shall be paid extra) As per DSR No. 19.4.2 BI01010001010000000000000515BI0100001609 5 each
498 498 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 for sewer line including labour cess.(GST shall be paid extra) As per DSR No.19.7.1 BI01010001010000000000000515BI0100001610 4 each
499 499 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design including labour cess.(GST shall be paid extra)As per DSR No.19.15.1 BI01010001010000000000000515BI0100001611 4 each
500 500 Septic Tank :- Earth Work in excavation over areas including disposal of excavated earth lead upto 50 m disposed earth to be levelled and neatly dressed . In all kind of soil upto 1.5 m dept. (PWD-251) including labour cess.(GST shall be paid extra) As per S.I. NO. 251 BI01010001010000000000000515BI0100001612 12 cum
501 501 Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded Stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. (PWD-281) including labour cess.(GST shall be paid extra) As per S.I. NO. 281 BI01010001010000000000000515BI0100001613 0.91 cum
502 502 Brick work with brick of class designation 150 in foundation & Plinth in cement mortar (1 cement : 4 coarse sand ) septic tank PWD 305 including labour cess.(GST shall be paid extra) As per S.I. NO. 305 BI01010001010000000000000515BI0100001614 5 cum
503 503 Reinforced cement concrete work in slab cover for septic tank 1:1.5:3 PWD -284a including labour cess.(GST shall be paid extra) As per S.I. NO. 284a BI01010001010000000000000515BI0100001615 0.65 cum
504 504 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. PWD-504) including labour cess.(GST shall be paid extra) As per S.I. NO. 504 BI01010001010000000000000515BI0100001616 0.51 Qtl
505 505 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001617 2 sqm
506 506 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. PWD-586+584a-584+596 including labour cess.(GST shall be paid extra) As per S.I. NO. 586+596 BI01010001010000000000000515BI0100001618 14 sqm
507 507 Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar. including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001619 7 Nos.
508 508 Providing & fixing soil, wast and vent pipe. 75 mm dia sand cost iron S&S pipe. including labour cess.(GST shall be paid extra) As per DSR no 17.35.2 BI01010001010000000000000515BI0100001620 2 Rmt.
509 509 Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia. M.D.-10- square shape ,450 int. dia. including labour cess.(GST shall be paid extra) As per DSR no 19.19.3.1 BI01010001010000000000000515BI0100001621 1 Nos
510 510 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 19.32.1 BI01010001010000000000000515BI0100001622 1 Nos
511 511 Rain Harvesting :- Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001623 22 Cum
512 512 In all kind of soil upto 1.5m to 3.0m. Depth As per S.I. No. 251+254 BI01010001010000000000000515BI0100001624 22 Cum
513 513 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 II BI01010001010000000000000515BI0100001625 22 Cum
514 514 In all kind of soil upto 3.0m to 4.5m. Depth As per S.I. No. 251+254 III BI01010001010000000000000515BI0100001626 15 Cum
515 515 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001627 2 Cum
516 516 M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 305 BI01010001010000000000000515BI0100001628 22 Cum
517 517 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. including labour cess.(GST shall be paid extra) As per S.I. No. 284a BI01010001010000000000000515BI0100001629 1 Cum
518 518 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001630 99 Kg
519 519 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001631 49 Sqm
520 520 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001632 13 Nos.
521 521 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter including labour cess.(GST shall be paid extra) As per DSR no 11.19.3.1 BI01010001010000000000000515BI0100001633 2 No.
522 522 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually. including labour cess.(GST shall be paid extra) As per DSR no 23.1.1.1 BI01010001010000000000000515BI0100001634 20 M
523 523 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia including labour cess.(GST shall be paid extra) As per DSR no 23.4.1 BI01010001010000000000000515BI0100001635 20 M
524 524 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.5 BI01010001010000000000000515BI0100001636 3 cum
525 525 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.6 BI01010001010000000000000515BI0100001637 3 cum
526 526 Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.7 BI01010001010000000000000515BI0100001638 3 cum
527 527 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. including labour cess.(GST shall be paid extra) As per DSR no 23.8 BI01010001010000000000000515BI0100001639 2 Cum
528 528 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 18.33.1 BI01010001010000000000000515BI0100001640 13 No.
529 529 Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. upto 1.50 m depth including labour cess.(GST shall be paid extra) As per DSR no 2.10.1.2 BI01010001010000000000000515BI0100001641 188 metre
530 530 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 150mm diameter including labour cess.(GST shall be paid extra) As per DSR no 19.6.2 BI01010001010000000000000515BI0100001642 188 metre
531 531 Providing & laying 150mm dia meter for cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. including labour cess.(GST shall be paid extra) As per DSR no 19.2.2 BI01010001010000000000000515BI0100001643 188 metre
532 532 Type-III Residential building:-Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001644 259 SQM
533 533 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001645 63 CUM
534 534 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001646 9 CUM
535 535 Same as above but for under floor As per S.I. No. 281 BI01010001010000000000000515BI0100001647 7 CUM
536 536 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283a BI01010001010000000000000515BI0100001648 2 CUM
537 537 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001649 52 CUM
538 538 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra)As per S.I. No. 584a+596 BI01010001010000000000000515BI0100001650 19 SQM
539 539 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item 1 BI01010001010000000000000515BI0100001651 79 SQM
540 540 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001652 46 CUM
541 541 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 13 mm nominal size). including labour cess.(GST shall be paid extra) As per S.I. No. 361 BI01010001010000000000000515BI0100001653 11 SQM
542 542 Painting on DPC with two coats of air blown bitumen 85/50 or 85/25@ 1.7kg/Sqm.Approx including cost of fuel if any. including labour cess.(GST shall be paid extra) Chapter 11 New Item 2 BI01010001010000000000000515BI0100001654 11 SQM
543 543 M-150 half brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) As per S.I. No. 303+309+310+310a BI01010001010000000000000515BI0100001655 37 CUM
544 544 M-150 half brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) As per SI. No. 305,309,310,310A BI01010001010000000000000515BI0100001656 2 CUM
545 545 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. (Bearing Plaster) including labour cess.(GST shall be paid extra) As per SI. No. 584a +596. BI01010001010000000000000515BI0100001657 12 SQM
546 546 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per SI. No. 283A BI01010001010000000000000515BI0100001658 1 CUM
547 547 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per SI. No. 288 BI01010001010000000000000515BI0100001659 0.73 CUM
548 548 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per SI. No. 284a BI01010001010000000000000515BI0100001660 10 CUM
549 549 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Plingth LVL including labour cess.(GST shall be paid extra) As per SI. No. 504 BI01010001010000000000000515BI0100001661 7 QTL
550 550 Ground Floor BI01010001010000000000000515BI0100001662 20 QTL
551 551 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001663 118 KG
552 552 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S or iron work in hold fasts Door/Window/Ventilator including labour cess.(GST shall be paid extra) as per S.I. No. 502 BI01010001010000000000000515BI0100001664 46 KG
553 553 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. including labour cess.(GST shall be paid extra) as per S.I. No. 503 BI01010001010000000000000515BI0100001665 190 KG
554 554 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001666 146 KG
555 555 Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. including labour cess.(GST shall be paid extra) as per S.I. No. 456 BI01010001010000000000000515BI0100001667 8 SQM
556 556 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) including labour cess.(GST shall be paid extra) As per SOR 2014 BI01010001010000000000000515BI0100001668 10 NOS
557 557 (b) Window chaukhats BI01010001010000000000000515BI0100001669 6 NOS
558 558 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001670 2 NOS
559 559 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001671 187 SQM
560 560 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 fine sand (1.25FM) including labour cess.(GST shall be paid extra) As per S.I. No. 586 BI01010001010000000000000515BI0100001672 294 SQM
561 561 12mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) As per S.I. No. 583 BI01010001010000000000000515BI0100001673 67 SQM
562 562 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) Chap 13(13.76) BI01010001010000000000000515BI0100001674 81 SQM
563 563 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) As per S.I. No. 255 BI01010001010000000000000515BI0100001675 8 CUM
564 564 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001676 38 SQM
565 565 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but floors shall be 40mm thick inserted of 25mmthick but without base concrete. As per S.I. NO. 605 BI01010001010000000000000515BI0100001677 50 SQM
566 566 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) Chapter 13.7.1 BI01010001010000000000000515BI0100001678 12 SQM
567 567 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick including labour cess.(GST shall be paid extra) Chapter 14 New Item 1 BI01010001010000000000000515BI0100001679 5 SQM
568 568 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. including labour cess.(GST shall be paid extra) Chapter 14 new item 1 BI01010001010000000000000515BI0100001680 3 SQM
569 569 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.including labour cess.(GST shall be paid extra) As per S.I. No. 628 BI01010001010000000000000515BI0100001681 5 SQM
570 570 Providing and 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 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. including labour cess.(GST shall be paid extra) As per S.I. No. 628 BI01010001010000000000000515BI0100001682 26 SQM
571 571 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 32 mm thick As per S.I. No. 470A BI01010001010000000000000515BI0100001683 15 SQM
572 572 Providing and fixing oxidised sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : including labour cess.(GST shall be paid extra) Chapter 9(9.62.1) BI01010001010000000000000515BI0100001684 9 NOS
573 573 Providing and fixing oxidised tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed torequired colour or shade with necessary screws etc. complete : including labour cess.(GST shall be paid extra) Chapter 9(9.63.1) BI01010001010000000000000515BI0100001685 9 NOS
574 574 Providing and fixing oxidised handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm including labour cess.(GST shall be paid extra) Chapter 9(9.66.1) BI01010001010000000000000515BI0100001686 18 NOS
575 575 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. No. 649+650 BI01010001010000000000000515BI0100001687 254 SQM
576 576 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Two Coat) including labour cess.(GST shall be paid extra) As per S.I. No. 660+661 BI01010001010000000000000515BI0100001688 264 SQM
577 577 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) As per S.I. No. 812B BI01010001010000000000000515BI0100001689 8 SQM
578 578 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001690 26 SQM
579 579 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001691 32 SQM
580 580 Providing & laying "brick Coba" 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) Chapter 11 Item No. 1 BI01010001010000000000000515BI0100001692 67 SQM
581 581 Providing & fixing strips of 4 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete of 2.2cm depth including labour cess.(GST shall be paid extra) As per DSR No. 11.13.1 BI01010001010000000000000515BI0100001693 302 RM
582 582 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. including labour cess.(GST shall be paid extra) As per DSR No 9.46.3 BI01010001010000000000000515BI0100001694 18 RM
583 583 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. including labour cess.(GST shall be paid extra) 35mm thick As per S.I. No. 470 IInd BI01010001010000000000000515BI0100001695 10 SQM
584 584 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR No 12.41.2 BI01010001010000000000000515BI0100001696 11 R.M
585 585 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) chapter 1 extra item17(33). BI01010001010000000000000515BI0100001697 6 NOS
586 586 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR No 12.43.2 BI01010001010000000000000515BI0100001698 6 NOS
587 587 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) As per DSR No 12.22 BI01010001010000000000000515BI0100001699 12 NOS
588 588 Sanitary Installation and C.P. Fittings :-Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid As per DSR No 17.4.1 BI01010001010000000000000515BI0100001700 2 each
589 589 Providing and fixing wash basin with C.I brackets, 15mm c.p brass pillar taps, 32mm c.p brass waste of standard pattern, including painting od fittings and brackets, cutting and making good the walls wherver require white Vireous china flat back wash basin size 550x 400mm with single 15mm c.p brsss pillar tab DSR 17.7.3 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001701 2 each
590 590 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 40 mm dia As per DSR No17.28.1.2 BI01010001010000000000000515BI0100001702 1 each
591 591 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including labour cess.(GST shall be paid extra) As per DSR No17.31 BI01010001010000000000000515BI0100001703 2 each
592 592 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 250 mm As per DSR No17.10.1.1 BI01010001010000000000000515BI0100001704 1 each
593 593 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms As per DSR No17.70.2 BI01010001010000000000000515BI0100001705 2 each
594 594 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. As per DSR No 17.71 BI01010001010000000000000515BI0100001706 2 each
595 595 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. As per DSR No17.73.2 BI01010001010000000000000515BI0100001707 2 each
596 596 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length15 mm nominal bore As per DSR No 18.21.2.1 BI01010001010000000000000515BI0100001708 6 each
597 597 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore As per DSR No 18.4.9.1 BI01010001010000000000000515BI0100001709 2 each
598 598 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore As per DSR No18.51.1 BI01010001010000000000000515BI0100001710 6 each
599 599 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore As per DSR No18.53.1 BI01010001010000000000000515BI0100001711 4 each
600 600 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 mm dia As per DSR No 19.2.1 BI01010001010000000000000515BI0100001712 25 metre
601 601 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm As per DSR No 12.41.2 BI01010001010000000000000515BI0100001713 10 metre
602 602 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110 mm Bend As per DSR No 12.42.5.2 BI01010001010000000000000515BI0100001714 2 each
603 603 (Plain)110 mm Shoe As per DSR No12.42.6.2 BI01010001010000000000000515BI0100001715 2 each
604 604 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm As per DSR No12.43.2 BI01010001010000000000000515BI0100001716 6 each
605 605 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes As per DSR No18.8.2 BI01010001010000000000000515BI0100001717 25 Rm
606 606 32mm dia nominal outer dia pipes As per DSR No18.8.4 BI01010001010000000000000515BI0100001718 5 Rm
607 607 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.Internal work-Exposed on wall 25mm dia nominal bore As per DSR No18.10.3 BI01010001010000000000000515BI0100001719 15 metre
608 608 20mm dia nominal bore As per DSR No18.102 BI01010001010000000000000515BI0100001720 20 metre
609 609 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.25mm dia nominal bore As per DSR No18.38.3 BI01010001010000000000000515BI0100001721 15 metre
610 610 40mm dia nominal bore As per DSR No18.38.2 BI01010001010000000000000515BI0100001722 20 metre
611 611 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).20mm dia nominal bore As per DSR No18.46.2 BI01010001010000000000000515BI0100001723 7 metre
612 612 25mm dia nominal bore As per DSR No 18.46.3 BI01010001010000000000000515BI0100001724 5 metre
613 613 40mm dia nominal bore As per DSR No18.46.5 BI01010001010000000000000515BI0100001725 2 metre
614 614 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore As per DSR No18.17.1 BI01010001010000000000000515BI0100001726 1 each
615 615 40mm dia nominal bore As per DSR No18.17.3 BI01010001010000000000000515BI0100001727 1 each
616 616 Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore As per DSR No18.16.2 BI01010001010000000000000515BI0100001728 1 nos
617 617 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].Capcity in Per Liters As per DSR No18.48 BI01010001010000000000000515BI0100001729 500 litre
618 618 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. As per DSR No2.10.1.2 BI01010001010000000000000515BI0100001730 15 metre
619 619 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm diameter As per DSR No19.1.1 BI01010001010000000000000515BI0100001731 5 metre
620 620 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design100mm dia SW pipe As per DSR No19.2.1 BI01010001010000000000000515BI0100001732 5 metre
621 621 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. \n150 mm. dia. RCC Pipes As per DSR No19.6.2 BI01010001010000000000000515BI0100001733 10 metre
622 622 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. RCC Pipes As per DSR No 19.3.2 BI01010001010000000000000515BI0100001734 10 metre
623 623 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design150 x 100 mm size P typeWith Sewer bricks conforming to IS : 4885 As per DSR No19.4.2.2 BI01010001010000000000000515BI0100001735 3 each
624 624 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75 (i) For Sewer Line As per DSR No 19.7.1.1 BI01010001010000000000000515BI0100001736 2 each
625 625 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar As per DSR No 19.15.1 BI01010001010000000000000515BI0100001737 1 each
626 626 Septic Tank :- Earth Work in excavation over areas including disposal of excavated earth lead upto 50 m disposed earth to be levelled and neatly dressed . In all kind of soil upto 1.5 m dept. (PWD-251) including labour cess.(GST shall be paid extra) As per S.I. NO. 251 BI01010001010000000000000515BI0100001738 12 cum
627 627 Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded Stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. (PWD-281) including labour cess.(GST shall be paid extra) As per S.I. NO. 281 BI01010001010000000000000515BI0100001739 0.91 cum
628 628 Brick work with brick of class designation 150 in foundation & Plinth in cement mortar (1 cement : 4 coarse sand ) septic tank PWD 305 including labour cess.(GST shall be paid extra) As per S.I. NO. 305 BI01010001010000000000000515BI0100001740 5 cum
629 629 Reinforced cement concrete work in slab cover for septic tank 1:1.5:3 PWD -284a including labour cess.(GST shall be paid extra) As per S.I. NO. 284a BI01010001010000000000000515BI0100001741 0.65 cum
630 630 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. PWD-504) including labour cess.(GST shall be paid extra) As per S.I. NO. 504 BI01010001010000000000000515BI0100001742 0.51 Qtl
631 631 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001743 2 sqm
632 632 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. PWD-586+584a-584+596 including labour cess.(GST shall be paid extra) As per S.I. NO. 586+596 BI01010001010000000000000515BI0100001744 14 sqm
633 633 Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar. including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001745 7 Nos.
634 634 Providing & fixing soil, wast and vent pipe. 75 mm dia sand cost iron S&S pipe. including labour cess.(GST shall be paid extra) As per DSR no 17.35.2 BI01010001010000000000000515BI0100001746 2 Rmt.
635 635 Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia. M.D.-10- square shape ,450 int. dia. including labour cess.(GST shall be paid extra) As per DSR no 19.19.3.1 BI01010001010000000000000515BI0100001747 1 Nos
636 636 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 19.32.1 BI01010001010000000000000515BI0100001748 1 Nos
637 637 Type-I Residential building:- :- Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) as per S.I. No. 259 BI01010001010000000000000515BI0100001749 85 SQM
638 638 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) as per S.I. No. 251 BI01010001010000000000000515BI0100001750 73 CUM
639 639 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) as per S.I. No. 281 BI01010001010000000000000515BI0100001751 9 CUM
640 640 Same as above but for under floor as per S.I. No. 281 BI01010001010000000000000515BI0100001752 8 CUM
641 641 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No. 283A BI01010001010000000000000515BI0100001753 53 CUM
642 642 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra as per S.I. No. 303 BI01010001010000000000000515BI0100001754 53 CUM
643 643 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) as per S.I. No. 584a+596 BI01010001010000000000000515BI0100001755 22 SQM
644 644 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item no. 1 BI01010001010000000000000515BI0100001756 79 SQM
645 645 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001757 63 CUM
646 646 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 13 mm nominal size). including labour cess.(GST shall be paid extra) As per S.I. No. 361 BI01010001010000000000000515BI0100001758 21 SQM
647 647 Painting on DPC with two coats of air blown bitumen 85/50 or 85/25@ 1.7kg/Sqm.Approx including cost of fuel if any. including labour cess.(GST shall be paid extra) Chapter 11 New Item 2 BI01010001010000000000000515BI0100001759 21 SQM
648 648 SUPER STRUCTURE - M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) as per S.I. No. 303+309+310+310a BI01010001010000000000000515BI0100001760 49 CUM
649 649 M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) as per S.I. No. 305+309+310+310a BI01010001010000000000000515BI0100001761 2 CUM
650 650 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) as per S.I. NO. 584a+596 BI01010001010000000000000515BI0100001762 23 SQM
651 651 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No. 283a BI01010001010000000000000515BI0100001763 2 CUM
652 652 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No. 288 BI01010001010000000000000515BI0100001764 2 CUM
653 653 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) as per S.I. No. 284a BI01010001010000000000000515BI0100001765 13 CUM
654 654 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Plinth Lvl including labour cess.(GST shall be paid extra) as per S.I. No. 504 BI01010001010000000000000515BI0100001766 1 QTL
655 655 Ground Floor BI01010001010000000000000515BI0100001767 14 QTL
656 656 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001768 83 KG
657 657 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S or iron work in Door/Window/Ventilator including labour cess.(GST shall be paid extra) as per S.I. No. 502 BI01010001010000000000000515BI0100001769 40 KG
658 658 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001770 218 KG
659 659 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001771 250 KG
660 660 Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. including labour cess.(GST shall be paid extra) as per S.I. No. 456 BI01010001010000000000000515BI0100001772 9 SQM
661 661 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) including labour cess.(GST shall be paid extra) As per SOR 2014 BI01010001010000000000000515BI0100001773 6 NOS
662 662 (b) Window chaukhats BI01010001010000000000000515BI0100001774 6 NOS
663 663 (c) Ventilator chaukhats BI01010001010000000000000515BI0100001775 4 NOS
664 664 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand. including labour cess.(GST shall be paid extra) as per S.I. No. 586+596 BI01010001010000000000000515BI0100001776 173 SQM
665 665 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 Coarsesand (1.25FM) including labour cess.(GST shall be paid extra) as per S.I. No. 584 BI01010001010000000000000515BI0100001777 342 SQM
666 666 12mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) as per S.I. No. 283 BI01010001010000000000000515BI0100001778 90 SQM
667 667 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) Chap 13(13.76) BI01010001010000000000000515BI0100001779 122 SQM
668 668 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) as per S.I. No. 255 BI01010001010000000000000515BI0100001780 9 CUM
669 669 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001781 46 SQM
670 670 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but floors shall be 40mm thick inserted of 25mmthick but without base concrete. As per S.I. NO. 605 BI01010001010000000000000515BI0100001782 67 SQM
671 671 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) chapter 13(7.1) BI01010001010000000000000515BI0100001783 20 SQM
672 672 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick including labour cess.(GST shall be paid extra) chapter 14 new item 1 BI01010001010000000000000515BI0100001784 10 SQM
673 673 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. including labour cess.(GST shall be paid extra) chapter 14 new item 1 BI01010001010000000000000515BI0100001785 2 SQM
674 674 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001786 4 SQM
675 675 Providing and 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 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. including labour cess.(GST shall be paid extra) As per S.I. NO. 628 BI01010001010000000000000515BI0100001787 19 SQM
676 676 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 32 mm thick including labour cess.(GST shall be paid extra) As per S.I. NO. 470A BI01010001010000000000000515BI0100001788 17 SQM
677 677 Providing and fixing oxidised sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : including labour cess.(GST shall be paid extra) chapter 9(9.62.1) BI01010001010000000000000515BI0100001789 6 NOS
678 678 Providing and fixing oxidised tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed torequired colour or shade with necessary screws etc. complete : including labour cess.(GST shall be paid extra) chapter 9(9.63) BI01010001010000000000000515BI0100001790 6 NOS
679 679 Providing and fixing oxidised handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm including labour cess.(GST shall be paid extra) chapter 9(9.66.1) BI01010001010000000000000515BI0100001791 12 NOS
680 680 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. NO. 649+650 BI01010001010000000000000515BI0100001792 263 SQM
681 681 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Two Coat) including labour cess.(GST shall be paid extra) As per S.I. No. 660+661 BI01010001010000000000000515BI0100001793 314 SQM
682 682 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) As per S.I. No. 812B BI01010001010000000000000515BI0100001794 9 SQM
683 683 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001795 39 SQM
684 684 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001796 34 SQM
685 685 Providing & laying "brick Coba" 150 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work including labour cess.(GST shall be paid extra) chapter 11 (Item 1) BI01010001010000000000000515BI0100001797 68 SQM
686 686 Providing & fixing strips of 4 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete of 2.2cm depth including labour cess.(GST shall be paid extra) As per DSR No. 11.13.1 BI01010001010000000000000515BI0100001798 402 RM
687 687 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. including labour cess.(GST shall be paid extra) As per DSR 9.40.13 BI01010001010000000000000515BI0100001799 16 RM
688 688 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR No. 12.41.2 BI01010001010000000000000515BI0100001800 24 R.M
689 689 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) chapter 1 extra item17(33). BI01010001010000000000000515BI0100001801 14 NOS
690 690 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR No. 14.43.2 BI01010001010000000000000515BI0100001802 14 NOS
691 691 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) As per DSR No. 12.22 BI01010001010000000000000515BI0100001803 28 NOS
692 692 Sanitary Installation and C.P. Fittings :- Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests including labour cess.(GST shall be paid extra) As per S.I. NO. 17.3.1 BI01010001010000000000000515BI0100001804 2 each
693 693 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 40 mm dia As per DSR No17.28.1.2 BI01010001010000000000000515BI0100001805 2 each
694 694 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 250 mm As per DSR No17.10.1.1 BI01010001010000000000000515BI0100001806 2 each
695 695 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. As per DSR No 17.71 BI01010001010000000000000515BI0100001807 2 each
696 696 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. As per DSR No17.73.2 BI01010001010000000000000515BI0100001808 2 each
697 697 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length15 mm nominal bore As per DSR No 18.21.2.1 BI01010001010000000000000515BI0100001809 2 each
698 698 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore As per DSR No 18.4.9.1 BI01010001010000000000000515BI0100001810 2 each
699 699 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore As per DSR No18.51.1 BI01010001010000000000000515BI0100001811 4 each
700 700 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore As per DSR No18.53.1 BI01010001010000000000000515BI0100001812 2 each
701 701 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 mm dia As per DSR No 19.2.1 BI01010001010000000000000515BI0100001813 25 metre
702 702 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm As per DSR No 12.41.2 BI01010001010000000000000515BI0100001814 10 metre
703 703 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110 mm Bend As per DSR No 12.42.5.2 BI01010001010000000000000515BI0100001815 2 each
704 704 (Plain)110 mm Shoe As per DSR No12.42.6.2 BI01010001010000000000000515BI0100001816 2 each
705 705 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm As per DSR No12.43.2 BI01010001010000000000000515BI0100001817 6 each
706 706 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes As per DSR No18.8.2 BI01010001010000000000000515BI0100001818 25 Rm
707 707 32mm dia nominal outer dia pipes As per DSR No18.8.4 BI01010001010000000000000515BI0100001819 10 Rm
708 708 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.Internal work-Exposed on wall 25mm dia nominal bore As per DSR No18.10.3 BI01010001010000000000000515BI0100001820 20 metre
709 709 20mm dia nominal bore As per DSR No18.102 BI01010001010000000000000515BI0100001821 25 metre
710 710 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.25mm dia nominal bore As per DSR No18.38.3 BI01010001010000000000000515BI0100001822 20 metre
711 711 40mm dia nominal bore As per DSR No18.38.2 BI01010001010000000000000515BI0100001823 25 metre
712 712 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).20mm dia nominal bore As per DSR No18.46.2 BI01010001010000000000000515BI0100001824 7 metre
713 713 25mm dia nominal bore As per DSR No 18.46.3 BI01010001010000000000000515BI0100001825 7 metre
714 714 40mm dia nominal bore As per DSR No18.46.5 BI01010001010000000000000515BI0100001826 3 metre
715 715 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore As per DSR No18.17.1 BI01010001010000000000000515BI0100001827 2 each
716 716 40mm dia nominal bore As per DSR No18.17.3 BI01010001010000000000000515BI0100001828 2 each
717 717 Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore As per DSR No18.16.2 BI01010001010000000000000515BI0100001829 2 nos
718 718 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].Capcity in Per Liters As per DSR No18.48 BI01010001010000000000000515BI0100001830 1000 litre
719 719 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. As per DSR No2.10.1.2 BI01010001010000000000000515BI0100001831 15 metre
720 720 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm diameter As per DSR No19.1.1 BI01010001010000000000000515BI0100001832 10 metre
721 721 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design150mm dia SW pipe As per DSR No19.2.1 BI01010001010000000000000515BI0100001833 10 metre
722 722 Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. \n150 mm. dia. RCC Pipes As per DSR No19.6.2 BI01010001010000000000000515BI0100001834 5 metre
723 723 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. RCC Pipes As per DSR No 19.3.2 BI01010001010000000000000515BI0100001835 5 metre
724 724 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design150 x 100 mm size P typeWith Sewer bricks conforming to IS : 4885 As per DSR No19.4.2.2 BI01010001010000000000000515BI0100001836 4 each
725 725 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75 (i) For Sewer Line As per DSR No 19.7.1.1 BI01010001010000000000000515BI0100001837 1 each
726 726 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar As per DSR No 19.15.1 BI01010001010000000000000515BI0100001838 2 each
727 727 Septic Tank :- Earth Work in excavation over areas including disposal of excavated earth lead upto 50 m disposed earth to be levelled and neatly dressed . In all kind of soil upto 1.5 m dept. (PWD-251) including labour cess.(GST shall be paid extra) As per S.I. NO. 251 BI01010001010000000000000515BI0100001839 12 cum
728 728 Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded Stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. (PWD-281) including labour cess.(GST shall be paid extra) As per S.I. NO. 281 BI01010001010000000000000515BI0100001840 0.91 cum
729 729 Brick work with brick of class designation 150 in foundation & Plinth in cement mortar (1 cement : 4 coarse sand ) septic tank PWD 305 including labour cess.(GST shall be paid extra) As per S.I. NO. 305 BI01010001010000000000000515BI0100001841 5 cum
730 730 Reinforced cement concrete work in slab cover for septic tank 1:1.5:3 PWD -284a including labour cess.(GST shall be paid extra) As per S.I. NO. 284a BI01010001010000000000000515BI0100001842 0.65 cum
731 731 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. PWD-504) including labour cess.(GST shall be paid extra) As per S.I. NO. 504 BI01010001010000000000000515BI0100001843 0.51 Qtl
732 732 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001844 2 sqm
733 733 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. PWD-586+584a-584+596 including labour cess.(GST shall be paid extra) As per S.I. NO. 586+596 BI01010001010000000000000515BI0100001845 14 sqm
734 734 Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar. including labour cess.(GST shall be paid extra) As per DSR no 19.15.1 BI01010001010000000000000515BI0100001846 7 Nos.
735 735 Providing & fixing soil, wast and vent pipe. 75 mm dia sand cost iron S&S pipe. including labour cess.(GST shall be paid extra) As per DSR no 17.35.2 BI01010001010000000000000515BI0100001847 2 Rmt.
736 736 Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia. M.D.-10- square shape ,450 int. dia. including labour cess.(GST shall be paid extra) As per DSR no 19.19.3.1 BI01010001010000000000000515BI0100001848 1 Nos
737 737 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including labour cess.(GST shall be paid extra) As per DSR no 19.32.1 BI01010001010000000000000515BI0100001849 1 Nos
738 738 Cycle Stand :- Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared. including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001850 72 CUM
739 739 Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .(Including royalty). including labour cess.(GST shall be paid extra) As per S.I. No.251 BI01010001010000000000000515BI0100001851 60 CUM
740 740 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001852 3 CUM
741 741 Same as above but for under floor including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001853 12 CUM
742 742 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No.283A BI01010001010000000000000515BI0100001854 3 CUM
743 743 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item including labour cess.(GST shall be paid extra) As per S.I. No. 289 BI01010001010000000000000515BI0100001855 8 CUM
744 744 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283 A BI01010001010000000000000515BI0100001856 5 CUM
745 745 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001857 7 CUM
746 746 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584A+596 BI01010001010000000000000515BI0100001858 31 SQM
747 747 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item 1 BI01010001010000000000000515BI0100001859 168 SQM
748 748 Earth work Filling of carted earth upto 8 km. distantce, including dressing etc. for proper completion of the work.(As per Analysis) including labour cess.(GST shall be paid extra) as per morth 3.16/305 BI01010001010000000000000515BI0100001860 204 CUM
749 749 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. M.S. work upto Plinth Lvl- including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001861 26 QTL
750 750 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) As per S.I. No. 255 BI01010001010000000000000515BI0100001862 25 CUM
751 751 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001863 168 SQM
752 752 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) Chapter 13.7.1 BI01010001010000000000000515BI0100001864 5 SQM
753 753 Providing and fixing glass strips in joints of terrazo/ cement concrete floors 40 mm wide and 4 mm thick including labour cess.(GST shall be paid extra) As per DSR No.11.13.1 BI01010001010000000000000515BI0100001865 588 SQM
754 754 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induction butt welded tubes including labour cess.(GST shall be paid extra) As per DSR No. 10.16.1 BI01010001010000000000000515BI0100001866 2555 KG
755 755 Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. including labour cess.(GST shall be paid extra) chapter 11(12.5) BI01010001010000000000000515BI0100001867 217 SQM
756 756 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m² including labour cess.(GST shall be paid extra) As per DSR No. 12.7.1 BI01010001010000000000000515BI0100001868 57 RM
757 757 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m² including labour cess.(GST shall be paid extra) As per DSR No.12.4.1 BI01010001010000000000000515BI0100001869 28 RM
758 758 Boundry wall :- Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m . including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001870 708 CUM
759 759 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001871 107 CUM
760 760 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 as including labour cess.(GST shall be paid extra) As per S.I. No.283A BI01010001010000000000000515BI0100001872 44 CUM
761 761 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item including labour cess.(GST shall be paid extra) As per S.I. No.289 BI01010001010000000000000515BI0100001873 60 CUM
762 762 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283A BI01010001010000000000000515BI0100001874 91 CUM
763 763 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001875 242 QTL.
764 764 Brick work in foundation in 1:6 including necessary cutting and moulding of brick work as required and also including honey combed brick work including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001876 259 CUM
765 765 Same as in item no. 7 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below. including labour cess.(GST shall be paid extra) As per S.I. No. 305+309+310+310A BI01010001010000000000000515BI0100001877 109 CUM
766 766 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584 BI01010001010000000000000515BI0100001878 43251 SQM
767 767 Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem ,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. including labour cess.(GST shall be paid extra) As per S.I. No. 660+661 BI01010001010000000000000515BI0100001879 4251 SQM
768 768 Providing and laying damp-proof course 25mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) including labour cess.(GST shall be paid extra) As per S.I. No. 361 BI01010001010000000000000515BI0100001880 146 SQM
769 769 Providing and applying one coat of residual petroleum bitmen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course aftr claning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. as per DSR 4.13 including labour cess. (GST shall be paid extra) BI01010001010000000000000515BI0100001881 146 SQM
770 770 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) Chap 13(13.76) BI01010001010000000000000515BI0100001882 4393 RM
771 771 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 502C BI01010001010000000000000515BI0100001883 5155 KG
772 772 Painting Ist coat over width or girth or small articles notpriming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm.exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001884 763 SQM
773 773 GUARD ROOM :- Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001885 85 SQM
774 774 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001886 11 CUM
775 775 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001887 0.17 CUM
776 776 Same as above but for under floor As per S.I. No. 281 BI01010001010000000000000515BI0100001888 1 CUM
777 777 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283A BI01010001010000000000000515BI0100001889 1 CUM
778 778 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001890 7 CUM
779 779 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584A+596 BI01010001010000000000000515BI0100001891 3 SQM
780 780 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item 1 BI01010001010000000000000515BI0100001892 9 SQM
781 781 40 mm thick damp proof course of cement concrete consisting of 1:1.5:3 one part cement 1.5 parts approved . coarse sand and 3 parts approved 13mm graded stone grit and including water proofing materials as ordered by the E/I in the proportion as specified by the manufacturers including supply of all materials, labours and tools and plants etc. required for proper copletion of the work including proper curing and shuttering as necessary. including labour cess.(GST shall be paid extra) As per S.I. No. 361 BI01010001010000000000000515BI0100001893 2 SQM
782 782 Painting on DPC with two coats of air blown bitumen 85/50 or 85/25@ 1.7kg/Sqm.Approx including cost of fuel if any. including labour cess.(GST shall be paid extra) Chapter 11 New Item 2 BI01010001010000000000000515BI0100001894 2 SQM
783 783 Super Structure - M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) As per S.I. No. 303+309+310+310A BI01010001010000000000000515BI0100001895 6 CUM
784 784 M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) As per S.I. No. 305+309+310+310A BI01010001010000000000000515BI0100001896 1 CUM
785 785 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 584A+596 BI01010001010000000000000515BI0100001897 2 SQM
786 786 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283A BI01010001010000000000000515BI0100001898 0.32 CUM
787 787 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 284A BI01010001010000000000000515BI0100001899 1 CUM
788 788 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Plinth Lvl- including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001900 1 QTL
789 789 Ground Floor BI01010001010000000000000515BI0100001901 1 QTL
790 790 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001902 13 KG
791 791 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates ) wrought to required form, including supply of steel bolts,nuts and wastage etc and their fixing required for proper completion of the work. M.S work in hold fasts Door/Window/Ventilator including labour cess.(GST shall be paid extra) As per S.I. No. 502C BI01010001010000000000000515BI0100001903 7 KG
792 792 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. including labour cess.(GST shall be paid extra)As per S.I. No. 503 BI01010001010000000000000515BI0100001904 23 KG
793 793 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001905 18 KG
794 794 Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. including labour cess.(GST shall be paid extra) As per S.I. No. 456 BI01010001010000000000000515BI0100001906 2 SQM
795 795 Fixing of Door, windows / ventilators chaukhats in position.Ground Floor(a) Door Chaukhats BI01010001010000000000000515BI0100001907 1 NOS
796 796 (b) Window chaukhats BI01010001010000000000000515BI0100001908 1 NOS
797 797 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001909 26 SQM
798 798 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 4 fine sand (1.25FM) including labour cess.(GST shall be paid extra) As per S.I. No.584 BI01010001010000000000000515BI0100001910 65 SQM
799 799 12mm thick plaster in 1:3 (cement : coarse sand ) on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) As per S.I. NO. 583 BI01010001010000000000000515BI0100001911 12 SQM
800 800 Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required. including labour cess.(GST shall be paid extra) Chap 13(13.76) BI01010001010000000000000515BI0100001912 10 RM
801 801 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) As per S.I. No. 255 BI01010001010000000000000515BI0100001913 1 CUM
802 802 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001914 9 SQM
803 803 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but floors shall be 40mm thick inserted of 25mmthick but without base concrete. As per S.I. NO. 605 BI01010001010000000000000515BI0100001915 7 SQM
804 804 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) Chapter 13.7.1 BI01010001010000000000000515BI0100001916 1 SQM
805 805 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick including labour cess.(GST shall be paid extra) Chapter 14 S.I. No.1 BI01010001010000000000000515BI0100001917 1 SQM
806 806 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 32 mm thick. including labour cess.(GST shall be paid extra) As per S.I. No. 470I BI01010001010000000000000515BI0100001918 1 SQM
807 807 Providing and fixing oxidised sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : including labour cess.(GST shall be paid extra) Chapter 9(9.62.1) BI01010001010000000000000515BI0100001919 1 NOS
808 808 Providing and fixing oxidised tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed torequired colour or shade with necessary screws etc. complete : including labour cess.(GST shall be paid extra) Chapter 9(9.63.1) BI01010001010000000000000515BI0100001920 1 NOS
809 809 Providing and fixing oxidised handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm including labour cess.(GST shall be paid extra) Chapter 9(9.66.1) BI01010001010000000000000515BI0100001921 2 NOS
810 810 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. No. 649+650 BI01010001010000000000000515BI0100001922 36 SQM
811 811 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Two Coat) including labour cess.(GST shall be paid extra) As per S.I. No. 660+661 BI01010001010000000000000515BI0100001923 65 SQM
812 812 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) As per S.I. No. 812B BI01010001010000000000000515BI0100001924 1 SQM
813 813 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001925 3 SQM
814 814 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001926 3 SQM
815 815 Providing & laying "brick Coba" 150 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) chapter 11 item no 1 BI01010001010000000000000515BI0100001927 7 SQM
816 816 Providing & fixing strips of 4 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete of 2.2cm depth including labour cess.(GST shall be paid extra)Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per DSR no 11.13.1 BI01010001010000000000000515BI0100001928 55 RM
817 817 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. including labour cess.(GST shall be paid extra) As per DSR no 9.46.3 BI01010001010000000000000515BI0100001929 2 RM
818 818 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR no 12.41.2 BI01010001010000000000000515BI0100001930 7 R.M
819 819 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) chapter 1 extra item17(33). BI01010001010000000000000515BI0100001931 4 NOS
820 820 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR no 14.43.2 BI01010001010000000000000515BI0100001932 4 NOS
821 821 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra) As per DSR no 12.22 BI01010001010000000000000515BI0100001933 8 NOS
822 822 PUMP ROOM :- Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared including labour cess.(GST shall be paid extra) As per S.I. No. 259 BI01010001010000000000000515BI0100001934 111 SQM
823 823 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. including labour cess.(GST shall be paid extra) As per S.I. No.251 BI01010001010000000000000515BI0100001935 14 CUM
824 824 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001936 1 CUM
825 825 Same as above but for under floor As per S.I. No.281 BI01010001010000000000000515BI0100001937 1 CUM
826 826 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) As per S.I. No. 283A BI01010001010000000000000515BI0100001938 0.48 CUM
827 827 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, and T & P etc.required for proper completion of the work. including labour cess.(GST shall be paid extra)As per S.I. No.303 BI01010001010000000000000515BI0100001939 13 CUM
828 828 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No.584A+596 BI01010001010000000000000515BI0100001940 4 SQM
829 829 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. including labour cess.(GST shall be paid extra) page 17 new item no. 1 BI01010001010000000000000515BI0100001941 13 SQM
830 830 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 13 mm nominal size). including labour cess.(GST shall be paid extra)As per S.I. No. 361 BI01010001010000000000000515BI0100001942 2 SQM
831 831 Painting on DPC with two coats of air blown bitumen 85/50 or 85/25@ 1.7kg/Sqm.Approx including cost of fuel if any. including labour cess.(GST shall be paid extra) Chapter 11 New Item 2 BI01010001010000000000000515BI0100001943 2 SQM
832 832 SUPER STRUCTURE :- M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. including labour cess.(GST shall be paid extra) As per S.I. No.303+309+310+310a BI01010001010000000000000515BI0100001944 9 CUM
833 833 M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. including labour cess.(GST shall be paid extra) As per S.I. No.305+309+310+310a BI01010001010000000000000515BI0100001945 1 CUM
834 834 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. including labour cess.(GST shall be paid extra) As per S.I. No.584+596 BI01010001010000000000000515BI0100001946 3 SQM
835 835 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 including labour cess.(GST shall be paid extra) 283a BI01010001010000000000000515BI0100001947 0.48 CUM
836 836 R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item M-20 Ground Floor including labour cess.(GST shall be paid extra) As per S.I. NO. 284A BI01010001010000000000000515BI0100001948 2 CUM
837 837 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. including labour cess.(GST shall be paid extra) As per S.I. No. 504 BI01010001010000000000000515BI0100001949 0.38 QTL
838 838 Same as above but Ground Floor As per S.I. No. 504 BI01010001010000000000000515BI0100001950 2 QTL
839 839 Same as item no 502 but of Fabrication of door window, ventilation including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001951 8 KG
840 840 Mild steel or iron work in havy size such as trusses builts up gets, door, frames, records, rack roof works, gates etc. Wrought to required form including dilling holes riviting or welding where necessary and including supply of steel, bolts, nuts, etc. and there fixing required for proper completion of the work. As per S.I. NO. 503 BI01010001010000000000000515BI0100001952 47 KG
841 841 Same as item no 502 but of Fabrication of Grill and stair case railing. including labour cess.(GST shall be paid extra) As per S.I. NO. 502c BI01010001010000000000000515BI0100001953 124 KG
842 842 Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. including labour cess.(GST shall be paid extra) As per S.I. No. 456 BI01010001010000000000000515BI0100001954 216 SQM
843 843 Fixing of Door, windows / ventilators chaukhats in position. Ground Floor (a) Door Chaukhats) BI01010001010000000000000515BI0100001955 1 NOS
844 844 (b) Window chaukhats BI01010001010000000000000515BI0100001956 2 NOS
845 845 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 fine sand (1.25FM) including labour cess.(GST shall be paid extra) As per S.I. No. 586+596 BI01010001010000000000000515BI0100001957 38 SQM
846 846 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 4 fine sand (1.25FM) including labour cess.(GST shall be paid extra) As per S.I. No.584 BI01010001010000000000000515BI0100001958 90 SQM
847 847 12mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level including labour cess.(GST shall be paid extra) As per S.I. No. 583 BI01010001010000000000000515BI0100001959 13 SQM
848 848 Making grooves 10 to 12 mm wide x8 mm deep in plaster of the wall or in celing vertically or horizontally as required including labour cess.(GST shall be paid extra) Chapter 13(13.76) BI01010001010000000000000515BI0100001960 13 RM
849 849 Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). including labour cess.(GST shall be paid extra) As per S.I. No. 255 BI01010001010000000000000515BI0100001961 2 CUM
850 850 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but without base concrete. As per S.I. NO. 601a BI01010001010000000000000515BI0100001962 10 SQM
851 851 25mm (1 thick 1:2:4 P.C.C. floor with cement, approved coarse sand and 2 cm graded approved stone shingle laid in panels finished with 3 mm floating coat of neat cement or cement and morble dust in 5:1 as per Specified over and including 8 cm thick base concrete consisting of cement local sand and brick ballast 4 cm. gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and given them a uniform finished including supply of all material, labour and T&P etc. required for prpoper completion of the work, but floors shall be 40mm thick inserted of 25mmthick but without base concrete. As per S.I. NO. 605 BI01010001010000000000000515BI0100001963 10 SQM
852 852 12 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 3:1 including supply of all materials labour T & P etc. required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 13.7.1 BI01010001010000000000000515BI0100001964 1 SQM
853 853 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer including labour cess.(GST shall be paid extra) As per S.I. No. 649+650 BI01010001010000000000000515BI0100001965 52 SQM
854 854 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Two Coat) including labour cess.(GST shall be paid extra) As per S.I. No. 660+661 BI01010001010000000000000515BI0100001966 92 SQM
855 855 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including labour cess.(GST shall be paid extra) As per S.I. No. 812B BI01010001010000000000000515BI0100001967 2 SQM
856 856 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 including labour cess.(GST shall be paid extra) As per S.I. No. 641+642 BI01010001010000000000000515BI0100001968 12 SQM
857 857 Providing & laying "brick Coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. including labour cess.(GST shall be paid extra) Chapt 11 new Item 1 BI01010001010000000000000515BI0100001969 13 SQM
858 858 Providing & fixing strips of 4 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete of 2.2cm depth including labour cess.(GST shall be paid extra) As per DSR No. 11.13.1 BI01010001010000000000000515BI0100001970 63 RM
859 859 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter including labour cess.(GST shall be paid extra) As per DSR No. 12.41.2 BI01010001010000000000000515BI0100001971 8 R.M
860 860 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend including labour cess.(GST shall be paid extra) chapter 1 extra item17(33). BI01010001010000000000000515BI0100001972 4 NOS
861 861 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm including labour cess.(GST shall be paid extra) As per DSR No. 14.43.12 BI01010001010000000000000515BI0100001973 4 NOS
862 862 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. including labour cess.(GST shall be paid extra)As per DSR No. 12.22 BI01010001010000000000000515BI0100001974 8 NOS
863 863 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness 80x1.25 mm M.S. laths with 1.25 mm thick top cover including labour cess.(GST shall be paid extra) As per S.I. No. 520 BI01010001010000000000000515BI0100001975 4.32 SQM
864 864 Providing and fixing 27.5 cm long wire spring grade 2 for rolling shutters. As per S.I. No. 521 BI01010001010000000000000515BI0100001976 8 NO
865 865 Providing and fixing top cover for rolling shutters made of 18 gauge MS Sheet. As per S.I. No. 522 BI01010001010000000000000515BI0100001977 4 SQM
866 866 Providing and fixing ball bearing for rollong shutters.As per S.I. No. 523 BI01010001010000000000000515BI0100001978 8 NO
867 867 Construction for C.C. Road.:- Earth work in exacavation in trenches for foundations in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m. including labour cess.(GST shall be paid extra) As per S.I. No. 251 BI01010001010000000000000515BI0100001979 224 CUM
868 868 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. including labour cess.(GST shall be paid extra) As per S.I. No. 281 BI01010001010000000000000515BI0100001980 224 CUM
869 869 Class 150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work. including labour cess.(GST shall be paid extra) As per S.I. No. 303 BI01010001010000000000000515BI0100001981 224 CUM
870 870 Laying c.c. road slab 10 cm 4" thick consisting 1:2:4 cement coarse sand and approved 2 cm. (3/4") gauge stone grit over prepared sub-grade after its rectifications & bringing it to proper camber & including supply of all materials , Labour and T&P etc. required for proper completion of work, finished to temp, as directed by 'Engineer in charge but excluding cost of metal required for rectification of the sub-grade. including labour cess.(GST shall be paid extra) As per S.I. No. 773 BI01010001010000000000000515BI0100001982 224 CUM
871 871 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1) BI01010001010000000000000515BI0100001983 224 Rm
872 872 Earth work filling for site development from 8 km distance including loading, unloading, ramming dressing and compacting and watering including all lead and lift BI01010001010000000000000515BI0100001984 12000 CUM
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