Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Mar 2021
Closing Date23 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 15,18,000Document Cost
₹ 6,260Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CEJNS_562808_1Bid Award Id
ViewTender No
624/35C-Banda Circle/21 dated 22-02-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Sand filling under floor, Under floor, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Double Height ent. lobby (area), Under stair, Corridor and Verandah etc. As per detailed drawing. PWD-251 PWD-Local sand
110
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Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround 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 Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)
Anti termite treatment As per detailed drawing. CH 7 NEW ITEM
800
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200. Groun floor, Plinth band, 115 mm thick wall Handicaped toilet, Ladies toilet, gents toilet, toilet, Sampank reception, DWF, WC-WC, Draft wall Verandah, Lintel band, D, D1, D2, D3, D4, D6, SD, LD, W, W1, W2, W3, W4, V, V1 and V2 As per detailed drawing. AR-III
3.32
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Same as above Item No. 6.1 First floor, Lintel band, D, D1, D3, D4, D6, W, W1, W2, W3, W4 and V As per detailed drawing. AR-III
3.04
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Same as above Item No. 6.1 Second floor, Lintel band, D, D1, D2, D3, D4, D5, W, W1, W2, W3, W4 and V As per detailed drawing. AR-III
3.33
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200. Ground floor, Slab, S-1, S-2, S-3, S-4, S-5, S-6, S-7, S-8, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception/WC, Corridor, Front stair, Projection area at slab level, Portico, Stair, Flight, Landing, Plateforms, Office, Malkhana, Ladies toilet, Gents toilet, Drinking water, DWF, Toilet, Prejection, W, W1, V-V, W4, W3, V, W3-W3, W2-V As per detailed drawing. AR-III
100
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Same as above Item No. 7.1 First floor, Slab S-1, S-2, S-3, S-4, S-4, S-5, S-6, S-7, S-8, Dial 100 / Control room/Computer server/Malkhana/Cooridor, Malkhana/corridor/Outer slab/Uopn stair/Survilance room, Survillance room, Female toilet, Male toilet, Toilet passage, S.I. Room/Outer slab/Corridor, S.O. room/Toilet/Corridor. S.O. romm/Toilet/Corridor/Ladies real room, Ladies rest room/Dormitory/Toilet/Meeting room, Corrdor. Front stair, Double height, Ent. lobby (Area), Projection area at slab level, Stair, Flight landing, Ladies toilet, Gents Toilet, Ladies rest room/Dormitory, Projection W, W1, W4-V, V-V, W4, W3 and V As per detailed drawing. AR-III
120
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Same as above Item No. 7.1 Second floor Slab Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, S.I. room-1, Toilet, S.O. room-2/H.C. room, Fornt stari, Lobby (Area), Balcony area, Mumty, Stair, Flight landing, Plateforms, Kichen, Toilet, Projection, W, W2, W1, W3-V, V-V, W3-W3, V, W4-W1, D5 As per detailed drawing. AR-III
140
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200. Ground floor, Plinth Beam, PB1, PB2, PB3, PB4, PB5, PB6, Duct, B1, B2, B3, B4, B5, B6, B7, B8, B9, B10, B11 and Duct As per detailed drawing. AR-III
150
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Same as above Item No. 8.1 First floor Beams B1, B2, B3, B4, B5, B6, B7, B8, B9, B11, B12, B-13, B-14 and Duct As per detailed drawing. AR-III
90
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Same as above Item No. 8.2 Second floor Beams B1, B2, B3, B4, B5, B6, B7, B8, B9, B11, B12, B-13, B-14, Duct, Mumty beam, B2, B3, B4, B5, CB1 As per detailed drawing. AR-III
110
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200. FT1, FT2, FT3, FT4, FT5, FT6, FT7, FT8, CFT1, CFT2, CFT3 and CFT4 As per detailed drawing. AR-III
120
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200. Ground floor upto plinth, C1, C2, C3, C4, C5, C6, C7, C8, C9, Plinth to slab level C1, C2, C3, C4, C5, C6, C7, C8 and C9 As per detailed drawing. PWD-289
90
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Same as above Item No. 10 First floor C2, C3, C4, C5, C6, C7, C8, C9 As per detailed drawing. PWD-289
30
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Same as above Item No. 10 Second floor C2, C3, C4, C5, C6, C7, C8, C9, Mumty column C4 As per detailed drawing. PWD-289
41
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. Bitumen painting on D.P.C., Office, Malkhana, Female lockup, Male lockup, Stair wall, Staff room, Handicaped toilet, Ladies toilet, Gents toilet, S.I. room, S.O. room, Interrogation room, Lobby, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/Ent. lobby, Corridor, Duct, Office, Female lockup, Male lockup, Staff room, Handicaped toilet ladies, Gents toilet, Toilet, Interrogation room, Sampark/Reception, WC, DWF, Duct. As per detailed drawing. DSR-4.13
80
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M-150 brick work in 1:6 (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. PB2, PB3, PB4, PB5, PB6, 115 mm thick wall, Handicaped toilet, Gents toilet, Toilet, Sampark reception, DWF, WC-WC, Drawf wall, Verandah, Ent. Step and Ramp As per detailed drawing. PWD-303+307-306
80
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Same as above Item No. 12 B/W in superstructure (230mm) Ground floor, Office, Malkhana, Female lockup, Male lockup, Sair wall, Staff room, Handicaped Toilet, Ladies toilet, Gents toilet, S.i. room, S.O. Room, Interrogation room, Lobby, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/Ent. lobby, Corridor, Duct, Deduction D, D1, D2, LD, W, W1, W2, W3, W4, V, V1 and V2 As per detailed drawing. PWD-303+307A+306+309+310
150
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Same as above Item No. 12 First floor, Dial 100 / Control room/Computer server/Malkhana/Stair wall/Survilance room, Toilet passage, Ladies toilet, Gents Toilet, S.I. room S.O. room/Toilet/Ladies real room, Ladies rest room/Dormitory/Toilet/Meeting room, Corridor and Duct As per detailed drawing. PWD-303+307+306+309+310
140
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Same as above Item No. 12 Second floor, Dinning hall, Kitchen, Store, Barrack-1, Barrack-2, Barrack-3, Toilet, OTS, Stair wall S.O. Room-2, HC room, Reception, Ent. Lobby, Duct, Mumty, Parapet and Mumty Parapet. As per detailed drawing. PWD-303+307A+306+309+310
150
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Class M-150 Brick work B/W in superstructure (115mm) Ground floor, Office, Malkhana, Female lockup, Male lockup, Staff room, Handicaped Toilet, Ladies toilet, Gents toilet, Interrogation room, Sampark /Reception, W.C., DWF, Duct, Stair step, Parapet and Corridor parapet As per detailed drawing. PWD-303+307-306+309+3010+310A
35
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Same as above Item No. 14.1 First floor, Survillance room, Ladies toilet, Gents Toilet, Water cooler, S.O. room, Ladies rest room/Dormitory, Duct, Stair step and parapet As per detailed drawing. PWD-303+307-306+309+3010+310A
25
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Same as above Item No. 14.1 Second Floor Store, Barrack-1, Barrack-2, Barrack-3, Toilet, S.O. room-2, Duct and Stair step As per detailed drawing. PWD-303+307-306+309+3010+310A
35
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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. Ground floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing. PWD-504
400
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Same as above Item No. 15.1 First floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing. PWD-504
200
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Same as above Item No. 15.1 Second floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing. PWD-504
150
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15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M, Outer plaster, Outer, Inner Plaster, Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet, Staff room, Handicaped toilet, Ladies toilet, WC,Gents toilet, WC, Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officers/Visitor/Complaint room, Toilet passage, WC, Sampark /Reception, lobby, Stair wall and corridor As per detailed drawing. DSR-13.5.1
100
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12 mm cement plaster 1:6 cement coarse sand on rough side of single or half brick wall of mix: (Interior surface) Groun floor, Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet, Staff room, Handicaped Toilet, Ladies toilet, WC, Gents toilet, WC, Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officers/Visitor/Complaint room, Toilet passage, WC, Sampark /Reception, lobby, Stair wall and corridor As per detailed drawing. PWD-586+583+582+596
2400
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Same as above Item No. 17.1 First floor, Dial 100 / Control room/Computer server/Malkhana/Survilance room, ladies toilet, WC, Gents Toilet, WC and Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room, Stair wall and Corridor As per detailed drawing. PWD-586+583+582+596
1100
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Same as above Item No. 17.1 Second floor Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, W.C., Bath. Duct, S.I. room-1, Toilet, OTS. S.O. room-2/H.C. room, Recreation room Passage, Lobby and Mumty As per detailed drawing. PWD-586+583+582+596
1100
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12mm cement plaster 1:6 cement coarse sand 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 no extra for mixing any additive. (1)1 cement : 6 coarse sand. (Outer side) Ground floor Outer, Offset, Parapet and Corridor Parapet. As per detailed drawing.PWD-586+583+582
900
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Same as above Item No. 18.1 First floor Outer, Offset, Parapet As per detailed drawing. PWD-586+583+582
700
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Same as above Item No. 18.1 Second floor Outer, Mumty, Parapet and Mumty parapet As per detailed drawing. PWD-586+583+582
800
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.projections.. Ground floor Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet Staff room, Handicaped Toilet, Ladies Toilet, WC, Gents Toilet, WC,Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Stair wall and Corridor. First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, Female toilet, W.C,., Gents toilet, WC, Toilet Duct, Toilet passage, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room, Stair wall, Corridor. Second floor, Dinning hall, Kitchen, Store, Barrack-1, Barrack-2, Barrack-3, Toilet, W.C. Bath, Duct, S.I. Room-1, Toilet, OTS, S.O. Room-2, HC room, Recreation room, Passage, Lobby As per detailed drawing. DSR 5.3
1400
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Providing and applying white cement based putty of average thikness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per PWD CH 15 SI NO 25 Outer side Ground floor
5500
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Providing and applying white cement based putty of average thikness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per PWD CH 15 SI NO 25 Outer side Ist floor and second floor
2300
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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.,.Size of Tile 600x600 mm . GROUND FLOOR CH 14 NEW ITEM
325
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Same as above Item No. 21.1 First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room,Toilet passage, Toilet duct, Corridor, Front stair, Stair step and Landing As per detailed drawing. CH 14 NEW ITEM
370
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Same as above Item No. 21.2 Second floor Slab Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, S.I. room-1, Toilet, S.O. room-2/H.C. room, Recreation room, Toilet passage, Front stair, lobby step, Landing, balcony Area As per detailed drawing.CH 14 NEW ITEM
480
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), 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. completee of Tile 600x600 mm. PCH 14 NEW ITEM
30
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Same as above Item No. 22.1 First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room,Toilet duct, Toilet passage and Corrdor. As per detailed drawing. CH 14 NEW ITEM
32
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Same as above Item No. 22 Second floor Dinning hall Kitchen Store Barrack-1 Barrack-2, Barrack-3 S.I. room, S.O. room HC room Recreation room Toilet duct, OTS, Passage, Lobby and Balcony As per detailed drawing. CH 14 NEW ITEM
40
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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 as per direction of Engineer-in-Charge.. Ground floor Double height ent. Lobby (Area), Verandah, Ent. Step, Skirting, Double Height Ent. Lobby, S.F., Kitchen As per detailed drawing. DSR-16.86
200
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with igment 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 Plateforms Office, Malkhana, Ladies Toilet, Gents toilet, Drinking water, DWF, Toilet As per detailed drawing. PWD CH 14 7.37.1.1
200
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Same as above Item No. 47 First floor Plateforms Office, Malkhana, Ladies Toilet, Gents toilet. As per detailed drawing. PWD CH 14 7.37.1.1
180
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Same as above Item No. 47 Second floor Plateforms Toilet. As per detailed drawing. PWD CH 14 7.37.1.1
400
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Supply and fixing 10 to 12 mm thick kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand moratrfinished with in its cement coloured slurry jointing and polishing of approved quality complete including supply of all materials, labour T&P etc required for proper completion of work. PWD CH 14 7.37.1.1
22
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Same as item no 50 bt for first floor PWD CH 14 7.37.1.1
10
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Same as item no 50 bt for Second floor PWD CH 14 7.37.1.1
16
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Supply and fixing 6 mm (1/4") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). First floor Floor Tiles Toilet Wall Tiles Toilet . As per detailed drawing.. PWD 628
220
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Same as above Item No. 25.1 First floor Floor tiles Ladies toilet, Gents toilet, Toilet, Wall tiles, Ladies toilet, WC, Gents Toilet, WC, Toilet. As per detailed drawing. PWD 628
180
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Same as above Item No. 25.1 Second floor Floor Tiles Toilet Wall tiles Toilet WC, Bath, Toilet. As per detailed drawing. PWD 628
230
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Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). CC flooring Apron. As per detailed drawing. PWD-601a
170
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Providing and fixing ISI Century wood make top quality marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick flush doors Single Leaf G.F. D2, D3, D4, D6, SD, F.F. D1, D3, D4, D6, S.F. D2, D3, D4, D5. As per detailed drawing. PWD 470a
100
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Same as above Item No. 27 Double leaf G.F. D, D1, F.F. D, S.F. D, D1. As per detailed drawing. PWD CH 15 SI NO 25+DSR 9.26
33
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M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fabricated of hold fast for chaukhats of doors and windows. D/W Hold fast Doors, Windows, Ventilators. PWD-502
350
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Same as above Item No. 28.1 M.S. Grill G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, Lock up door, Staircase railing, F.F. D, D1, D3, W, W1, W2, W3, W4, V, Staircase railing and M.S. Truss PWD-CH 10 NEW ITEM 3
6000
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Same as above Item No. 28.1 IST marked heavy quality windows openable inside with SS mosquito wire mesh fixed ouside good quality Z-section windows G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V, PWD-CH 10 NEW ITEM 1
5700
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Same as above Item No. 28.1 Angle iron door Chaukhats (40x40x5mm) Ground floor D, D1, D2, D3, D4, D6, SD, First floor D1, D3, D4, D6, Second floor D, D1, D2, D3, D4 and D5 PWD-CH 10 NEW ITEM 2
1000
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Providing and fixing 25 mm thick shutters for cup board etc. : Panelled or panelled & glazed shutters : Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. D.S.R.-9.16.1
7
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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 2nd class teak wood beading 62X19 mm Mosquito jall for windows G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V, . As per detailed drawing. DSR-9.51.2
300
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Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar roppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) (Inner walls) Ground floor (Same as inside plaster). As per detailed drawing. PWD 649+650
2500
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First floor (Same as inside plaster). As per detailed drawing.
1200
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Second floor (Same as inside plaster). As per detailed drawing.
1300
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Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Painting of exterior surface with acrylic paint Ground floor (Same as outer plaster). As per detailed drawing. PWD CH 15 SI NO 23
900
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Same as above Item No. 68 First floor (Same as outer plaster). As per detailed drawing.
650
-
-
... More
Same as above Item No. 68 Second floor (Same as outer plaster). As per detailed drawing.
700
-
-
... More
Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. Door Stopper DSR 14.34
60
-
-
... More
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) 250mm x 16mm Sliding bolt 250x16mm DSR 9.62.2
60
-
-
... More
Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 x 10mm Tower bolt 250x10mm DSR 9.63.1
60
-
-
... More
Same as above Item No. 36.1 200x10mm DSR 9.63.2
60
-
-
... More
Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm Handle (125mm) (a) 125mm DSR 9.66.1
120
-
-
... More
Providing and laying "Brick Coba" 100 mm thick laid M-150 class brick ballast coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement morter 1:4 cement and coarse sand mixed with water proofing compound spresding cement slurry mixed with aerelic cement concrete water proofing compound in 1:4 cement and coarse sand mortar finished smooth & Top mashed false square 30 cmx 30 cm and side wall parapet shall be monolythic plaster wall upto 30 cm higher & junction and corners shall be rounded by brick ballast cement and coarse sand masonary Coba with top finished plaster mixed with acetic water proofing compound @2% by weight and including S/o all material, labour T & P etc complete for proper completion of work.. PWD CH 11 NEW ITEM
900
-
-
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Painting or varnishing new work in small areas or new wood work with one coat (up to one sqm.) of ready mixed priming paints and one coat of approved supperior quality ready mixed paint or varnish including supply of material, labour & tools and plants etc. required for proper completion of the work. paint to be used confirm the I.S.I. No.1950. G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V, Door Chaukhats G.F. D, D1, D2, D3, D4, D6, SD F.F. D, D1, D3, D4, D6 S.F. D, D1, D2, D3, D4 and D5. As per detailed drawing. (PWD-641+642)
250
-
-
... More
Same as in item No. 39 Painting on wood Flush doors G.F. D, D1, D2, D3, D4, D6, SD F.F. D, D1, D3, D4, D6 S.F. D, D1, D2, D3, D4 and D5. As per detailed drawing. (PWD-641+642)
250
-
-
... More
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1)
250
-
-
... More
Providing & fixing glass strips in joints of terrazo/ cement concrete floors 37 mm wide and 3.15mm thick. As per detailed drawing. DSR 11.13.1
3500
-
-
... More
Construction of drain alongwith apron. As per detailed drawing. ANALYSIS
170
-
-
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Providing & laying of light coal filling under floor of toilets & other sunken roofs. F.F. Floor Ladies toilet, Gents toilet and Toilet, S.F. Toilet. As per detailed drawing. (A.R.)
40
-
-
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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 @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Floor Ladies toilet, Gents toilet and Toilet, Sunken area Ladies toilet, WC, Gents toilet, WC, Toilet, S.F. Floor Toilet, Sunken Area Toilet, WC, Bath, Toilet. As per detailed drawing. (DSR - 22.5 )
180
-
-
... More
P/F of Polycarbonate sheet on truss for Sky light opening. As per detailed drawing. M.R
30
-
-
... More
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 DSR 2.10.1.2
350
-
-
... More
Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter DSR 2.20.1
360
-
-
... More
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 DSR 19.3.2
130
-
-
... More
Same as above Item No. 80 250 mm. dia. RCC Pipes
120
-
-
... More
Same as above Item No. 80 300 mm. dia. RCC Pipes
90
-
-
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Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RĆC 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 common burnt clay FPS (non modular) bricks of class designation 75 DSR 19.7.1.1
12
-
-
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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. DSR 19.16
40
-
-
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Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil u pto 1.5m depth. As per detailed drawing. PWD-251
40
-
-
... More
Same as above Item No. 83 In all kind of soil upto 1.5m to 3.0m. Depth As per detailed drawing. PWD-251+254
35
-
-
... More
Same as above Item No. 83 In all kind of soil upto 3.0m to 4.5m. depth. As per detailed drawing. PWD-251+254
10
-
-
... More
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. As per detailed drawing. PWD 281
3
-
-
... More
Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) PWD 305B
15
-
-
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Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. AR-II
3
-
-
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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. Qty same as slab PWD 504
2
-
-
... More
12mm cement plaster on rough side of mix 1:6 (1 cement : 6 coarse sand) As per detailed drawing. PWD-586+583+582
70
-
-
... More
Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR 19.15.1
10
-
-
... More
Providing and fixing C.I. tee at the inlet and outlet of septic tank. DSR 7087
2
-
-
... More
Providing & fixing 75mm dia vent pipes. DSR 17.35.2.1
1
-
-
... More
Providing & fixing of 75mm dia cast iron terminal guard. DSR 17.56.2.1
1
-
-
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2
2
-
-
... More
M.D. -2.5- Circular shape 450mm internal diameter DSR 19.19.1.3
4
-
-
... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks DSR 19.32.1
2
-
-
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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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal outer dia Pipes DSR 18.9.5
10
-
-
... More
Same as above Item No. 95 50 mm nominal inner dia Pipes
20
-
-
... More
Same as above Item No. 95 62.5 mm nominal inner dia Pipes
10
-
-
... More
Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 40 mm nominal bore DSR 18.17
5
-
-
... More
Same as above Item No. 96 50 mm nominal bore
5
-
-
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Same as above Item No. 96 65 mm nominal bore
4
-
-
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class II 1. DSR 18.31.1.1
1
-
-
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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)
20
-
-
... More
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 to 3.0m. depth)
20
-
-
... More
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 3.0m to 4.5m. depth)
20
-
-
... More
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 3.0m to 4.5m. depth)
14
-
-
... More
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.
2.06
-
-
... More
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.
14
-
-
... More
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-200.
1.27
-
-
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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.
80
-
-
... More
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.
45
-
-
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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 DSR 19.15.1
13
-
-
... More
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 DSR 19.19.2.2
2
-
-
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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. DSR 23.1.1.2
20
-
-
... More
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 DSR 23.3.2
20
-
-
... More
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. DSR 23.5
3.53
-
-
... More
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. DSR 23.6
3.53
-
-
... More
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. DSR 23.7
3.53
-
-
... More
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. DSR 23.8
2
-
-
... More
Constructing masonry Chamber 120x120x90 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 DSR 18.35.1)
10
-
-
... More
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. (Pipes 80 mm to 300 mm diameter DSR 2.10.1.2)
140
-
-
... More
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 DSR 19.6.2
140
-
-
... More
Providing & laying 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. (150mm diameter DSR 19.3.2)
140
-
-
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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 -in-charge, upto 90 metre depth below ground level. (350 mm dia DSR 23.1.1.2)
90
-
-
... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
(150 mm nominal size dia DSR 23.3.2)
75
-
-
... More
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.
(100 mm nominal size dia DSR 23.4.1)
25
-
-
... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge DSR 23.8
5
-
-
... More
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. DSR 23.12
6
-
-
... More
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: (100 mm dia DSR 23.13.1)
1
-
-
... More
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. (100 mm dia DSR 23.14.1)
1
-
-
... More
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). (100 mm dia DSR 23.15.1)
1
-
-
... More
Constructing masonry Chamber 120x120x90 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 DSR 18.35.1)
1
-
-
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (32 mm dia nominal bore DSR 18.12.4)
50
-
-
... More
S.S. wire rope MR
80
-
-
... More
Cable for Submersible MR
55
-
-
... More
3 H.P. Submersible Pump , 32ø Outlet Size in mm , 35 Head, Dischargein LPM :-0-112 . MR
1
-
-
... More
Panel for Submersible MR
1
-
-
... More
R.C.C. column Ground floor. As per detailed drawing. (PWD-289)
5.6
-
-
... More
R.C.C. work in beams. As per detailed drawing. AR-III
1.79
-
-
... More
R.C.C. work in slab . As per detailed drawing. AR-III
3
-
-
... More
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. (PWD- 504)
13
-
-
... More
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Under footing FT1 FT2 FT3 Outer plinth beam PB1 PB2 PB3 PB4. As per detailed drawing. PWD 251
55
-
-
... More
Filling of carted earth Available earth 30% of Item No. 1 Under floor Change Toilet Bed room Ver.. As per detailed drawing. AR-I
190
-
-
... More
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. As per detailed drawing. PWD 281
11
-
-
... More
Sand filling in plinth under floor including watering,ramming, consolidating and dressing copmlete icluding lead up to 50 m and lift up to 1.5 m and including cost of sand. As per detailed drawing. (PWD-Local sand+ labour rate lko -255
10
-
-
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Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround 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 junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) As per detailed drawing. PAR 2018
85
-
-
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R.C.C. work in Lintel Groun floor D1 D2 D3 W1 V1 R.S. 1. As per detailed drawing. AR-II
0.59
-
-
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Same as above Item No.6 First floor Lintel Band D1 D2 D3 W1 W2 V1 Kitchen Opening. As per detailed drawing. AR-II
0.76
-
-
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R.C.C. work in slab Ground floor Slab S-1 S-2 S-3 (125 mm) Garrage Power Backup rooms / store / Ent. Passage Ent. Passage Stair Stair flight Landing projection D1 W1 V1. As per detailed drawing. AR-II
12.09
-
-
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First floor Slab S-1 S-2 (125 mm) Canteen Passage Mumty S-4 (135 mm) Store / Kitchen / Toilet / Passage Stair flight landing Projection W1 W2 V1 and D1. As per detailed drawing.
15.69
-
-
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R.C.C. work in beams Ground floor Plinth beam PB1 PB2 PB3 PB4 Beam B1 B2 B3 B4 B5 B6 B7. As per detailed drawing. AR-II
20.08
-
-
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Same as above Item No.143 First floor Beams B2 B4 B5 Mumty beam B2 B4 B8. As per detailed drawing. AR-II
7.86
-
-
... More
As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) AR-II
7.37
-
-
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R.C.C. column Ground floor upto plinth C1 in FT1 C1 in FT2 C2 in FTC2 in FT3 G.F. C1 C2. As per detailed drawing. (PWD-289)
7.46
-
-
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Same as above Item No.9.1 First floor C1 C2 Mumty column C1. As per detailed drawing. (PWD-289)
4.09
-
-
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M-150 brick work in 1:6 (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. Outer plinth beam PB1 PB2 PB3 and PB4. As per detailed drawing. PWD 303+307A*307
25
-
-
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. DPC Garrage Store Power backup room Ent. Pass Stair wall. As per detailed drawing. D.S.R.-4.13
12
-
-
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M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in SUPERSTUCTURE & plinth including supply of all materials, labour and T & P etc required for proper completion of the work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) As per detailed drawing. PWD 303+307A-307+309+310
30
-
-
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Same as above Item No.13.1 First floor Canteen Kitchen Store Toilet Stair Mumtyv
35
-
-
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(Same as in item no. 148 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Ground floor Stair step and Parapet. As per detailed drawing.
1.27
-
-
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Same as above Item No.14.1 First floor Stair step Parapet and Mumty parapet. As per detailed drawing.
4.81
-
-
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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. Ground floor Lintel Slab Beam Footing and Column (PWD- 504)
55
-
-
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Same as above Item No.15.1 First floor Lintel Slab Beam and Column
30
-
-
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15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M. Outer plaster Outer Inner plaster Garrage Store Power Backup room Ent. Pass Stair wall. As per detailed drawing. D.S.R.-13.5.1
18
-
-
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12 mm cement plaster on rough side of single or half brick wall of mix: (interior surface) Ground floor Change Toilet Bed room and Ver.. As per detailed drawing. PWD 586+583582+596
200
-
-
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Same as above Item No.152 First floor Canteen Kitchen Store Toilet Front of toilet Passage Stair Mumty and Mumty. As per detailed drawing.
220
-
-
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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 no extra for mixing any additive. (1)1 cement : 6 coarse sand. (outer side) Groun floor Outer Parapetv PWD 586+583582
250
-
-
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Same as above Item No.153 First Floor Outer Mumty Parapet and Mumty Parapet. As per detailed drawing.
200
-
-
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Cutting groove in plaster 1 cm wide & 1 cm deep by using special tools including supply of all tools and plants complete. DSR 5.30
150
-
-
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Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).Ground floor Garrage Store Power Backup room Ent. Pass under Stair landing PWD 606
75
-
-
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Same as above Item No.20.1 First floor Canteen Kitchen Store front of toilet Passage Stair step and landing. As per detailed drawing.
77.94
-
-
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2 cm (3/4") thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and ,arble dust in ratio of 5:1 including supply of all materials labour and T&P etc required for proper completion of the work. Ground floor Garrage Store Power Backup room Ent. Pass under Stair First floor Canteen Kitchen Store Ent. pass Under stair. As per detailed drawing. PWD 597
22.86
-
-
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Supply and fixing 6 mm (1/4") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). First floor Floor tiles Toilet Wall tiles Toilet. As per detailed drawing. DSR 11.37A
16.77
-
-
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Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). C.C. flooring Apron. As per detailed drawing. PWD-601 a
41.4
-
-
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35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws single leaf flush doors Single leaf D1 D3. As per detailed drawing. DSR 9.21
9.77
-
-
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Same as above Item No.24.1 350mm thick Double leaf D2. As per detailed drawing. DSR 9.21+9.26
3.78
-
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M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fabricated of hold fast for chaukhats of doors and windows. PWD 502
58.8
-
-
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Same as above Item No.25 Providing & fabricated of door / windows grill. W1 W2 V1 G.F. Staircase railing F.F. staircase railing
450
-
-
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Same as above Item No.25 Z-Section steel windows (openable) windows W1 W2 V1
350
-
-
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Same as above Item No.25 Angle iron door chaukhats 40*40*5 D1 D2 abd D3
100
-
-
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Fixing of Door in positon
7
-
-
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Same as above Item No.26 Windows
11
-
-
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Same as above Item No.26 Ventilators
6
-
-
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(Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) Ground floor (Same as inside plaster). As per detailed drawing. (PWD 649+651)
200
-
-
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Same as above Item No.27.1First floor (Same as inside plaster). As per detailed drawing.
200
-
-
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Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Ground floor (Same as outer plaster). As per detailed drawing. PWD CH 15 SI NO 22
250
-
-
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Same as above Item No.28.1First floor (Same as outer plaster). As per detailed drawing.
200
-
-
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Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.(DSR- 14.34)
7
-
-
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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) 250mm x 16mm . DSR 9.62.2
7
-
-
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Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 250 x 10mm DSR 9.63.1
7
-
-
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Same as above Item No.30 200x10 mm
7
-
-
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Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 125 mm DSR 9.66.1
14
-
-
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brickbats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above Garrage Power backup Room Store Ent. Passage Ent. Passage and Mumty. As per detailed drawing. D.S.R.-22.7.1
85
-
-
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Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not 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. Grills W1 W2 V1 Door Chaukhats D1 D2 D3v (PWD-641+642)
24
-
-
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Same as item 172 above but on new wood surface on wood Flush doors D1 D2 D3 . As per detailed drawing.(PWD-641+642)
23
-
-
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes W1 W2 V1. As per detailed drawing. (DSR 10.30.1)
15
-
-
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Construction of drain alongwith apron. ANALYSIS
45
-
-
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors DSR 11.13
450
-
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Providing & laying of light cinder filling under floor of toilets & other sunken roofs. F.F. Floor Toilet. As per detailed drawing. (A.R.)
1.34
-
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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 @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. F.F. Floor Toiltet Sunken area Toilet. As per detailed drawing. (DSR - 22.5 )
6.27
-
-
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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 for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover. R.S.1. As per detailed drawing. DSR 10.6.1
19
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Providing and fixing ball bearing for rollong shutters . DSR 10.7
4
-
-
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing. PWD 251
3500
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). As per detailed drawing. PWD 281
380
-
-
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in Raft foundation 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- 200.
700
-
-
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in Column 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- 200.
700
-
-
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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- 200.
18
-
-
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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. Ground floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing. PWD-504
3000
-
-
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M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in Superstructure 115mm thick including supply of all materials, labour and T & P etc required for proper completion of the work.
160
-
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12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80 mm in girth and finished even and smooth No. extra for mixing any additive. (1)1 cement : 6 Coarse sand
3000
-
-
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Finishing walls with acrylic smooth exterior paint with silicone additives of required shade @1.67ltr/10sqm. Over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. PWD CH 15 SI NO 22
3000
-
-
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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing. PWD 251
20
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). As per detailed drawing. PWD 281
1.09
-
-
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R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete). As per detailed drawing. (A.R.-II)
2.86
-
-
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R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. As per detailed drawing. (A.R.-II)
6
-
-
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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 all steel and and over lapping & hooks. (PWD- 504)
12
-
-
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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 As per detailed drawing. PWD 586+583-582
15
-
-
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Finishing wall with water proof cement paint of approved make and quality on new wood 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. As per detailed drawing. PWD - 660+661
18
-
-
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Mild steel or iron work in heavy sizes as trusses built up gates, door frames record racks roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complettion of work fabrication of holes doors, chaukhats nosing. PWD-503
1000
-
-
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Painting or varnishing new work in small areas or new wood work with one coat (up to one sqm.) of ready mixed priming paints and one coat of approved supperior quality ready mixed paint or varnish including supply of material, labour & tools and plants etc. required for proper completion of the work. paint to be used confirm the I.S.I. No.103-1950. (MS wroks). As per detailed drawing. (PWD- 641 +642)
55
-
-
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Earth work in excavation in trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of side sand ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed,with in alead of 50 m. All kinds of soils.
7.03
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level.
(a) 1:4:8( 1 cement : 4 course sand: 8graded stone aggregate 40 mm nominal size )
1.58
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. (a) 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size ) (PWD-279a)
1.81
-
-
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Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections,joints mitered and welded with 15*3mm lugs 10 cm long embededded in cement concrete blocks 15*10*10 cm of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer.(PWD-503)
150
-
-
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G.I. Pipe (80 MM DIA) (D.S.R.-18.12.8) gul
120
-
-
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COST OF C.C. ROAD
500
-
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COST OF INTERLOCKIN
1500
-
-
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EARTH FILLING ON SITE [WHOLE SITE]
8050
-
-
Evaluation Notes How It Works ?
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