Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Civil Works Others
Coronavirus COVID 19
Eprocure
Opening Date31 Dec 2018
Closing Date8 Jan 2019
Tender Amount₹ 2,59,37,000
Costs
EMD
₹ 12,96,850Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPJDA_289074_1Bid Award Id
ViewTender No
1949/JDA/Ni.Su/2018-19Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
(B) MUSEUM BUILDING (1) Civil work
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251
145.86
-
139
Concrete with 40mm gauge Stone ballast, C/sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 281
36.08
-
3974
Sand filling in the plinth including supply of necessary quality of sand from a distance not exceding 8.00 Km from the site of work and including watering and dressing etc. Rate includes cost of material labour and tools and plants etc. required for proper completion of work. As per S.I. No. 255
23.88
-
1808
Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm.
172.27
-
185
R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per S.I.No.287
13.56
-
5899
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:2:4 in Tie Beam & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 285
8.63
-
6791
R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of 1:1.5:3 M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 289
13.21
-
8185
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. T-Beam excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 288
13.71
-
7615
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:2:4 in Lintel Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283
2.67
-
6242
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 284A
28.95
-
6585
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504
109.59
-
5666
M-150 brick work in 1:4 cement and f/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 305
21.28
-
5656
M-150 class brick work in 1:4 and f/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) SI No-305+309+310
38.4
-
6192
Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc.
1.1
-
8465
Providing and fixing ISI 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws D.S.R. 9.21.1
12.29
-
1559.75
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge
(a) 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall
(b) thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). D.S.R. 9.118.1
1.58
-
1800.45
Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279
0.77
-
4773
Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pin of 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 524.1
7.65
-
8963
Fabrication and supply of M.S. grill as per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. As per N.S.N. 4 Chapter-10 Size 20x4
5.92
-
7967
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes D.S.R. 10.30.1
30.69
-
689.05
Supply and fixing mosquito proof jali As per s.i.no. 455
30.69
-
728
Providing and fixing aluminium 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 : (300x16mm) D.S.R. 9.96.1
5
-
212.45
Providing and fixing aluminium tower 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 necessary screws etc. complete : (300x10mm) D.S.R. No. 9.97.1
5
-
99.7
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) D.S.R. No. 9.100.1
10
-
51.1
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper D.S.R. No. 9.101.2
4
-
38
15 mm thick plaster with cement mortar inproportion of 1:4 cement and f/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 17.59 (II) Chapter 13
244.35
-
175
12 mm thick plaster with cement mortar inproportion of 1:4 cement and f/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 17.58 (II) Chapter 13
312.38
-
140
25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601a
56.61
-
219
Providing and fixing glass strips 3mm thick in joints of panels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labours, T& P etc. required for proper completion of the work.
194.14
-
20
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. D.S.R. 11.41.2
153.86
-
1119.4
Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. D.S.R. 11.46.2
13.78
-
1135.2
Supply and fixing of 6mm thick china white glazed tiles (ceramic tiles) in flooring/ skirting/dado with 1:3 cement and approved coarse sand mortor joints finished with white cement etc. As per s.i.no. 628
23.29
-
864
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. D.S.R. 13.80
297.21
-
87.35
One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
297.21
-
86.8
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 priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) SOR 13.46.1
244.35
-
96.05
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. D.S.R. 12.22
4
-
187.6
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) D.S.R. 12.41.2
17
-
231.65
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. D.S.R. 12.42.2.2 (110 mm)
4
-
173.15
(a) Single push fit Coupler 110 mm
4
-
94.55
(b) Bend 87.50 110 mm bend. D.S.R. 12.42.5.2
8
-
161.55
(c) Shoe plain 110 mm D.S.R. 12.42.6.2
4
-
295.1
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. D.S.R. 12.43.2
12
-
189.05
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. D.S.R. 12.44
4
-
41.1
Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with :
GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. D.S.R. 12.54.2
148.52
-
1527.25
Roof Work (Water Profing Treatment)
Providing and laying cement based water proofing treatment 10mm (average) thickness "Brick Coba" including preparation of surface as required for treatment of roofs balconies and terraces etc. consisting of following operation: (a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound confirming to IS: 2645 and approved by Engineer-in-charge over R.C.C. slab including adjoining walls upto 300mm height and cleaning the surface before treatment.
(b) Laying O.B. brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admised 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 similary the adjoining walls up to 300 mm height including rounding of junction of walls and slabs. (c) After two days or proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admised with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surfae with 20 mm thick joint less cement mortar of mix 1:4 (cement: 4coarse sand admixed with water proofing compound conforming to IS:2645 and approved by egnineer incharge including laying glass fiber cloth of approved quality in top layer of plaster finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm sqm. 3mm deep) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and so for final test. all above operation to be done in above order and as directed and specified by the engineer incharge. with average thickness of 120 mm and mininim thickness at khurra as 65 mm . Note it is suggested that this method should be adopted after insuring the structural safety the structure. As per NEW item Chapter 11
172.27
-
974
(B) MUSEUM BUILDING (2) Electric work
Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. Earth continuity wire and piano type switch etc. complete in all respects. Si No. 138(C)
22
-
610
Wiring points for light with 1. sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and two number two way piano type switches & ceiling rose/angle/battern holder on 3 mm thick phanolic laminated backelite sheet etc. complete in all respect, as directed, including matching colour wash. Si No. 139(B)
4
-
986
Wiring point for fan/ fresh air fan (light duty exhaust fan) with 1 sq.mm FRLSH PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch & ceiling roase on 3 mm. thick bakelite sheet etc, complete in all respect including matching colour wash. Si No. 140(B)
1
-
904
Wiring point for 5 amp Plug with 141( B) but in PVC conduit with 1.5 sq. mm FR PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. Si No. 141(C)
5
-
327
Wiring point for call bell with 1 sq.mm FRLSH PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with 14 SWG copper earth continuity wire and piano type bell push or 2 pin socket etc, complete in all respect including matching colour wash. Si No. 142(B)
1
-
785
Wiring point for H.P.M.V./Sodium Vapour lamp with 1.5 sq.mm. FRLSH PVC insulated multistrand single core copper conductor in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and 15 A piano type switch etc, complete in all respect including matching colour wash. Si No. 143(B)
2
-
1310
Wiring point Exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch & ceiling roase on 3 mm. thick bakelite sheet etc, complete in all respect including matching colour wash. Si No. 144(B)
1
-
1118
Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 1.75mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. Si No. 1139
Submains (Submains ub conduit partly laid in slab and concealed in wall) two number wire 1100 V grade)
4
-
340
As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. Si NO. 221(C)
150
-
149
Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. Si No. 222(C)
100
-
204
Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. Si No. 223(C)
50
-
272
Supply and wiring submain with two number As in item no. 219(B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with one number 10 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. Si No. 219(C)
50
-
399
Supply and fixing of single light wall bracket on matching M.D.F.E.G. board base etc. complete all respect. Si No. 412
1
-
1650
Supply and fixing of round ceiling fitting suitable for & with 2x9 watt CFL complete in all respect. Si No. 450(ii)
4
-
1227.96
Supply and fixing wired decorative mirror light on suitable for 18 watt CFL complete in all respect. Si No. 451 (ii)
4
-
977.01
Supply and fixing of factory wired, HPF box type, fluorescent tube light fitting suitable for 1 x 40 watt fluorescent tube complete including tube etc. on surface complete in all respect. Si No. 453(i)
8
-
1068.96
Supply and fixing of 55 watt indoor recess mounting LED Square Fitting for arnstrong ceiling having powder coated die cast aluminium housing with body with extended heat sink, diffuser of polycarbonate material and driver set complete in all respcet. Si No. 1407
12
-
8670
Miscellaneous Items
Supply and fixing of factory fabricated M.S. box in existing sunk of size 600mm x 480mm x 200 mm deep with godrej type almirah, cover with handle etc. fabricated from 18 SWG (1.25mm) M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and D.P./T.P.N. fixing arrangements and provision for compartment for loose wires openable housing on the top and hold fast etc. including supply of all material, labour, T&P etc. required for proper completion of the work. Si No. 1147
1
-
1720
Erection and testing of ceiing fan and regulator for room height upto 3.5 meters including supply of 3 mm thick G.I.P. pipe 19 mm dia. Duly painted, complete in all respect. Si No. 1116
15
-
140
Supply & fixing of 63 Amp. 4 pole MCB (10KA) Si No. 1020
1
-
2275
Supply and fixing of polished MDFEG/ Teak ply cover for surface type B.D.B. above 4 ways complete with 50 mm hinges, aluminium kunda, chhapka and handle etc. complete in all respect. Si No. 1127
1
-
910
Supply and fixing 16 gauge M.S. drum duly painted including making hole in the wall for exhuast fan and finshing properly complete in all respect. Si No. 1122
2
-
810
S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. Si No 1149
15
-
150
Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. Si No. 1141(B)
1
-
650
Earthing and Lighting Conductor
Supply and burrying of 600mm X 600mm X 6mm G.I. plate, vertically for earthing with its top atleast 3m. Below ground level complte with 20mm G.I. pipe and funnel for watering and two earthing leads of No. 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe upto switch board (from apron upto switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/ of charcoal/ cokeand salt at least 150mm thick alround etc. complete in all respects. Si No. 705
1
-
10450
Supply and fixing of one number 8 SWG Copper wire 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, T&P other material required for proper completion of the work as directed at site. Si No. 722
10
-
200
Electronic Items
Supply and fixing of electronic fan regulator (Modular) 120-280 V. ISI maked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of engineer in charge of work. Si No. 1203(C)
15
-
517
Supply & fixing surface/flush mounting 6ways VTPN disribution board with additional metal without MCB complete in all respect, as directed at site by Engineer in charge. Si No. 1027(C)
1
-
9450
Supply and fixing of 240 volts 'L' series miniature circuit breaker in existing MCB, DB complete with connections as required. Si NO. 1002
4
-
260
Supply and fixing of MCCB (16KA) Thernal Magnetic release. Si No. 1021(a)
1
-
8310
S&F surface/flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by engineer in charge. Si No. 1025(a)
1
-
2250
Non Scheduled Items (As per Market Rate)
Supply of AC 230/250 volts, 50 HZ ceiling fan with standard down rod, blades, 2 nos. caps etc. complete (Make : Bajaj/Crompton Greavs) 1400 mm sweep Si No. M.R.
15
-
2500
Supply of AC 230/250 volts, 50 HZ exhaust fan including providing nuts, bolts, mounting frame and other accessories etc. Complete (Make : Bajaj/Crompton Greavs) Si No. N.S.
1
-
2000
Supply and Stablization of 1.5 Ton Spreet A.C. including all complete. Si No. N.S.
2
-
65000
Providing and erection of stablizer 4 KVA Si No. N.S.
2
-
5500
Instalation Charges as required for completion of work Si No. N.S.
2
-
2000
Stand for out door unit as required for completion of wall Si No. N.S.
1
-
1900
Providing and fixing of drain pipe complete
Si No. N.S.
2
-
135
Supply and fixing of Referigrent copper pipe. Si No. N.S.
2
-
750
Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc. 150 Sq.mm. 3-1/2 core Si No. 501 (P)
15
-
957
Supply and fixing of 200 Amp. Four pole change over switch on 50mmx50mmx6mm angle iron frame, inlcuding the cost of labour, T&P painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge. Si No. 379(a)
1
-
10440
(B) MUSEUM BUILDING (3) Plumbing work
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. D.S.R. No. 17.3.1
1
-
4593.75
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : D.S.R.No. 17.4.1
Range of one urinal basins with 10litre white P.V.C. automatic flushing cistern
1
-
3494.15
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap D.S.R.No. 17.4.4
1
-
1817.35
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. D.S.R. No. 17.8
1
-
975.25
Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete.
(a) 32 mm dia D.S.R.No. 17.28.2.1
1
-
73.25
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
600x450mm Beveled edge mirror D.S.R No. 17.31
1
-
817.95
Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
600x120x5mm glass seft D.S.R. No. 17.33
1
-
573.3
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 Liquid soap Container
D.S.R. 17.71
1
-
137.85
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, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. As per D.S.R. 17.73.2
Towel rail
1
-
422.7
Providing and fixing terminal guard : Sand cast iron S&S as per IS - 1729
75 mm
D.S.R.No. 17.56.2.1
1
-
197.1
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :
75 mm
D.S.R.No. 17.59.2
1
-
56.55
Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. D.S.R. 18.21.2.1
Wash
Cislern
2
-
67.8
SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes.
(a) 100 mm dia centrifugally cast iron S & S pipe.
15
-
921.65
(b) 75mm dia centrifugally cast iron S & S pipe.
15
-
794.55
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
(a) For 100 mm dia pipe D.S.R. No. 17.38.1.1
8
-
340.75
(b) For 75 mm dia pipe D.S.R. No. 17.38.2.1
8
-
271.4
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.
(a) For 100 mm dia pipe D.S.R. No. 17.58.1
7
-
309.95
(b) For 75 mm dia pipe D.S.R. No. 17.58.2
7
-
263.6
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
(a) For 100 mm dia pipe D.S.R. No. 17.37.1
6
-
167.35
(b) For 75 mm dia pipe D.S.R. No. 17.37.2
6
-
165.05
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
(a) Sand cast iron S&S as per IS - 1729 100x100x 100 mm D.S.R. No. 17.43.1.1
6
-
484.8
Sand cast iron S&S as per IS - 1729 75x75x 75 mm D.S.R. No. 17.43.2.1
6
-
362
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
(a) 100 mm inlet and 100 mm outlet Si No. 17.60.1.1
2
-
1034.45
(b) 100 mm inlet and 75 mm outlet Si No. 17.60.2.1
2
-
1072.8
Providing and fixing cost iron coller.
(a) For 100 mm dia pipe D.S.R.No. 17.57.1.2
12
-
351.2
(b) For 75 mm dia pipe Si No. 17.57.2.2
8
-
219.15
Extra for Providing & Fixing 125 mm dia C.p. grating in place of C.I. grating over floor traps. D.S.R. No. NS
8
-
65
WATER SUPPLY PIPES & FITTINGS
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
Exposed on wall
(a) 20 mm dia nominal bore D.S.R. No. 18.10.2
10
-
224.15
(b) 25 mm dia nominal bore D.S. R. No. 18.10.3
15
-
247.85
(c) 40 mm dia nominal bore D.S.R. No. 18.10.5
20
-
394.15
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
(a) 15 mm dia nominal bore D.S.R. No. 18.11.1
10
-
285.7
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
(a) 15 mm dia nominal bore DSR No. 18.38.1
10
-
9.95
(b) 20 mm dia nominal bore DSR No. 18.38.2
10
-
11.8
(c) 25 mm dia nominal bore DSR No. 18.38.3
15
-
15.5
(d) 40 mm dia nominal bore DSR No. 18.38.5
20
-
21.75
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
(a) 25 mm dia nominal bore DSR No. 18.18.3
1
-
331.95
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
(a) 25 mm dia nominal bore DSR No. 18.17.1
1
-
428.2
(b) 40 mm dia nominal bore DSR No. 18.17.3
1
-
584.7
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Capacity (500x2 = 500 Ltr.) DSR No. 18.48
1000
-
7.25
Providing and fixing brass stop cock of approved quality :
(b) 15 mm dia nominal bore DSR No. 18.16.1
1
-
260.1
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm dia nominal bore DSR No. 18.49.1
2
-
371.7
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
100 mm diameter DSR No. 19.1.1
5
-
216.25
150 mm diameter DSR No. 19.1.2
5
-
327.05
SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
DSR No. 2.10.1.2
20
-
225.45
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
(a) 100 mm diameter S.W.Pipe DSR No. 19.2.1
20
-
622.95
Providing and fixing square-mouth S.W. gully trap class SP-1 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: (a) 150x100 size P type DSR No. 19.4.2.1
1
-
1623.25
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) 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 Inside size 90x90 cm and 45 cm deep. D.S.R.19.7.1.1
1
-
8634.1
Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as per standard design.
1
-
32199.19
Constructing Septic tank with brick work in cement mortar 1:4 (1 cement and 4 coarse sand), cement concrete 1:2:4 (1cement, 2 coarse sand, 4 graded stone aggregate 20 mm. nominal size ) in foundations/base, baffle walls in half brick masonary in 1 : 4 (1 cement : 4 coarse sand), RCC slab 1:1.5:3 (1 cement, 1.5 coarse sand, 3 graded stone aggregate 20 mm. nominal size ) 12 mm. thick cement plaster 1:3 (1 cement, 3 Coarse sand ) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed with out any extra cost including centering,shuttring etc. complete with required Nos heavy duty SFRC type MH/IC covers and frames, vent pipe and all other assessories as per the drawing. (As Per Detail Attached ). For 20 users.
1
-
48524.07
(C) STATUE UMBRELLA COST OF CONSTRUCTION STATUE UMBRELLA (STEEL STRUCTURE) As per Direction of Engi. In Charge
100
-
10000
ADD FOR EXTRA PLINTH Ht. 0.90 M OF BUILDING ABOVE NORMAL Ht. OF 0.60 m As per Direction of Engi. In Charge
100
-
280
ADD FOR FIRE FIGHTING WORKS
(i) FIRE ALARM SYSTEM As per Direction of Engi. In Charge
50
-
520
(ii) WET RISER SYSTEM As per Direction of Engi. In Charge
50
-
520
(iii) SPRINKLER SYSTEM As per Direction of Engi. In Charge
50
-
750
ADD COST FOR EARTH QUAKE RES. STRUCTURE As per Direction of Engi. In Charge
150
-
1040
(D) Entrance Boudary wall Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per Column Footing Trech
Combind Footing with expansion joint
For Tie Beam
S.I. No. 251
256.63
-
139
Cement concrete with 4cm gauge stone ballast, approved course sand and cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. Column Footing Trech
Combind Footing with expansion joint
For Tie Beam
S.I.No. 281
20.42
-
3974
R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas, labour and T&P etc. required for proper completion of work.As per Column Footing
Rectangular Section
Pedestal
S.I.No.287
44.43
-
8185
R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of 1:1.5:3 M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. Column (300x300)
Combined Column (300x300)
S.I.No. 289
34.36
-
8185
M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) s.i.no.
117.79
-
5850
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-15 nominal mix 1:2:4 in Plinth Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283 Tie Beam
Top band
27.11
-
8850
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504
(i) R.C.C. Column Footing @ 1.20% volume of concrete (ii) R.C.C. Column @ 2.50% volume of concrete (iii) R.C.C. Tie Beam, & @ 2.00% volume of concrete
151.85
-
5666
Fabrication supply and fixing of M.S.Angle iron (35x35x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No N.S.1 Chapter-10
Grill (fincing)
Weight @ 19.30 Kg per meter2
55.35
-
8465
12 mm thick plaster with cement mortar inproportion of 1:4 cement and F/sand F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. S.I.No. 584
On Interior face of wall
542.25
-
125
12 mm thick plaster with cement mortar inproportion of 1:4 cement and F/sand F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. S.I.No. 584+596
Exterior face of wall
542.25
-
126
Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661)
Top
1302.65
-
70.1
(E) External Site Jogging Track (1) Jogging Track Clearing Jungle including uprooting of mark vegetation grass,buss,wood trees and saplings of girth upto 30 cm measured at a height of 1 meter above ground lvl & removel of rubbish upto a distance of 50 meters out side the periphery of area cleared. As per S.I. No. 259
1800
-
5.4
Supply & fillinf Cartage earth upto 8 km.
270
-
318.56
Extra for Compaction of earth work in embankment under optimum moisture conditions to give at least 97-100% of the maxium dry density
270
-
18.9
Concrete with 40mm gauge Stone ballast, C/sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 281
135
-
3974
Rubber pad in roll/ paved at site of 1.2 meter each thickness10 mm top EPDM/PU Spray Coat porous track with a single compound polythene binder and SBR Rubber Granules/ Rubber Pad, finished with multiple spray of 100% solid Pigment polythene and EPDM granules. M.R.
1800
-
3097
Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR 16.69
72
-
5012.65
brickedging in full brick width and half brick depth including excavation refiling and disposal of surplus earth lead upto 50 meters. SOR 765
1200
-
69.5
(E) External Site Jogging Track (2) DRAIN Earth work in excavation
(Size of Drain 350x450)
82.5
-
139
P.C.C. WORK (1:4:8)
15
-
3974
Brick work in foundation
31.05
-
5656
15mm plaster 1:4 cement : coarse sand
204
-
185
C.C. flooring 1:2:4 (25 mm thick)
52.5
-
400
Drain cover for 10 M
255
-
500
(E) External Site Jogging Track (3) GREEN GRASS
Applying green grass of approved quality including watering and other necessary work complete as per direction of engineer incharge
9640
-
50
(F) VIEWER SEATING
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251
270.81
-
139
Cement concrete with 4cm gauge stone ballast, approved course sand and cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 281
Column Footing Trech
27.08
-
3974
R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas, labour and T&P etc. required for proper completion of work.As per S.I.No.287
Rectangular Section
49.5
-
5899
R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of 1:1.5:3 M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 289
25.5
-
8185
M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) s.i.no. 305+309+310
40.5
-
5030
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-15 nominal mix 1:2:4 in Plinth Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283
49.5
-
6242
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504
R.C.C. Column Footing @ 1.20% volume of concrete R.C.C. Column @ 2.50% volume of concrete R.C.C. slab, & @1.00% volume of concrete
135.53
-
5666
12 mm thick plaster with cement mortar inproportion of 1:4 cement and F/sand F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. S.I.No. 584
On Interior face of wall
75
-
140
(G) PUMP ROOM
Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. And including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251
7.27
-
139
Concrete with 40mm gauge approved Brick ballast, sand of 1.25 fineness modulous in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 275
2.13
-
6374
M-150 brick work in 1:6 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. S.I. No. 303.
6.37
-
5524
Earth work in filling plinth with transported earth with a lead of 10.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site. As per S.I. No. 253+231 (A)
3.38
-
1808
Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981) Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. SR
11.97
-
185
25 mm thick damp proof course with cement concrete in 1:2:3 cement approved coarse sand and 13mm gauge graded dalla stone aggregate mixed with water proofing compound as ordered by Engineer in-charge in the proportion as specified by the manufacturer. As per S.I.No. 361a
3.23
-
300
M-150 class brick work in 1:6 and fine sand of 1.25 fineness modulous mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) S.I. No. 303
7.29
-
5524
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Lintel band excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.NO. 285
0.31
-
6791
R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materialsrequired for proper comletion of the work.. S.I. No. 284 A
1.63
-
6585
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including westage bend, hook and authorised over lapping shall be measured. As per s.i.no. 504
1.58
-
5666
Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete.N.S.1 Chapter 10
0.19
-
8465
Fabrication and supply of M.S. grill as per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. As per N.S.N. 4 Chapter-10
0.48
-
7967
Z-sction windows (151 marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pin of 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502
0.62
-
8963
Supply and fixing mosquito proof jali having 5 mesh in cach cm. made of 24 B.W.G. wire of heavy quality and including cost of 25x5mm flat iron around the jali etc. complete. S.I.No 456
2.25
-
840
Fixing of door, window steel chaukhat frame in position and making all arrangement etc. complete. As per N.S.No. 3 chapter 10
2
-
72
12 mm thick plaster with cement mortar consisting of 1 part cement and 3 part approved coarse sand minimum thickness not to be less then 10mm including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I.no. 583 (In fair face of one brick wall)
10.87
-
167
12 mm thick plaster with cement mortar inproportion of 1:4 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc.required for proper, comletion of work.As per S.I.No.584
40.14
-
140
12 mm thick plaster with cement mortar inproportion of 1:4 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc.required for proper, completion of work.
31.5
-
140
25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601(b)
9
-
219
Providing fixing glass strips of 25mm depth and 3mm thick in the joints of floor at the time of laying cement concrete floor flush to the level of floor complete. As per S.i.no. 631(a)
31.5
-
17
Finising walls with water proof cement paint of approved make and on new work with 2 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. but for each coat of water proofing cement after the first 2 coats to given and even shade. (S.I. No. 660 + 661)
49.28
-
86.8
One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 649 + 650)
31.5
-
70.1
Painting or vernishing new iron work in small areas or new wood work with one coat of ready mixed primming paint and two coats of approved superior quality ready mixed synthetic enamal paint of approved brand such as British paint, shalimar, Asian or equipment ISI approved paint including supply of all material, labour etc. complete paint ot be used should be confirm hte ISI no 103-1950. As per S.I.No. 641+642
8.13
-
95.5
Providing and fixing ISI 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.(35 mm Thick ) D.S.R.9.21.1
2.21
-
1559.75
Providing and fixing aluminium 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 : (300x16mm) D.S.R. 9.96.1
1
-
212.45
Providing and fixing aluminium tower 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 necessary screws etc. complete : (300x10mm) D.S.R. No. 9.97.1
1
-
99.7
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) D.S.R. No. 9.100.1
2
-
51.1
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (Twin rubber stopper) D.S.R. No. 9.101.2
1
-
38
Supply and fixing panes of glass 4.30mm thick with puty, spring and brads including supply of all materials, labour and tools and plants etc. requried for proper completion of work.As per S.I.No.806
2.25
-
447
Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279A
0.08
-
4773
Providing and laying cement based water proofing treatment 10mm (average) thickness "Birck Coba" including preparation of surface as required for treatment of roofs balconies and terraces etc. consisting of following operation:
(A) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound confirming to IS: 2645 and approved by Engineer-in-charge over R.C.C. slab including adjoining walls upto 300mm height and cleaning the surface before treatment.
(B) Providing and laying cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of follwing operation : a) Appling a slurry coat of neat cement using 2.75 kg/sq.m of cement admixed with waterproofing compound conferming to IS:2645 and approved by Engineer-in-charge over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying O.B. brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admised 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 similary the adjoining walls up to 300 mm height including rounding of junction of walls and slabs. (C) After two days or proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admised with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick joint less cement mortar mix 1:4 ( 1 cement : 4 course sand) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge. e) Finishing the surfae with 20 mm thick joint less cement mortar of mix 1:4(1cement:4coarse sand admixed with water proofing compound conforming to IS:2645 and approved by egnineer incharge including laying glass fiber cloth of approved quality in top layer of plaster finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm sqm. 3mm deep) the whole (D) terrace so finished shall be flooded with water for a minimum period of two weeks for curing and so for final test. all above operation to be done in above order and as directed and specified by the engineer incharge. with average thickness of 120mm and mininim thickness at khurra as 65 mm . Note. it is suggested that this method should be adopted after insuring the structural safety the structure.As per NEW item Sl.No. 14 Chapter 11
13.62
-
850
Precast Cement Concrete as in door sills, chaukhat boundary post as similar precast unit with cement, approved coarse sand and 20mm, gauge approved stone grit in the proportion of 1:2:4, excluding supply of reinforcement and its binding but including its fixing in position and binding with 24 B.W.G. G.I. binding wire and including, necessary centering and shuttering etc. and also including supply of all material, labour, T&P etc. required for proper completion of work. S.I.No. 282
0.06
-
7500
(H) LANDSCAPING WORK
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). DSR-23.2
125
-
235.55
Carrigae of sludge upto 5 K.M. DSR-1.1.3
125
-
129.71
Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm DSR-2.4.3
120
-
209.15
Carrigae of manure upto 5 K.M. DSR 1.1.3
120
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. DSR-2.9
227
-
21.35
Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). DSR-2.8
227
-
30.95
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). DSR-2.14.2
Holes 0.9 m dia. and 0.90 m deep.
500
-
101.4
Plantation of trees. (MR)
820
-
850
Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. DSR-2.10.2
6596
-
7.85
Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately). (M.R.) DSR-2.11
-
-
20.15
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. DSR-2.16
820
-
3036.15
(I) Gate 3 NOS Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 Column Footing
Under Tie Beam
16
-
139
Cement concrete with 4cm gauge stone ballast, approved course sand and cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 281
Column Footing
Under Tie Beam
2.31
-
3974
R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt in the propotion of 1:1.5:3 (M-20) in raft foundation and Column Footing same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per
1.65
-
8185
R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of 1:1.5:3 M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 289
Column
6.26
-
8185
R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of 1:1.5:3 M-20 in R.C.C. Band of Ground Level excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 285
Tie Beam
Beam
4.57
-
8850
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 (i) R.C.C Column Footing @ 1.50% volume of concrete (ii) R.C.C. Column @ 2.00% volume of concrete (iii) R.C.C. Tie Beam @ 1.5.00% volume of concrete
21.39
-
5666
Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661)
Column
48.6
-
62
Mild steel or iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc. wrought to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work. As per s.i.no. 503
Gate With R.C.C. Column
18
-
9958
(J) RAINWATER HARVESTING
Rainwater Harvesting work as per Architect Drawing and as per direction of engineering incharge including all material, labour, T&P complete in all respect
1
-
468000
(K) REPAIR OF BOUNDARY WALL
M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) s.i.no. 305+309+310
43.99
-
5656
R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-15 nominal mix 1:2:4 in Plinth Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283 Top band
3.38
-
6242
Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504
(iii) R.C.C. Top band @ 2.00% volume of concrete
5.3
-
5666
Fabrication supply and fixing of M.S.Angle iron (35x35x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No N.S.1 Chapter-10
Grill (fincing)
Weight @ 19.30 Kg per meter2
8.69
-
8465
12 mm thick plaster with cement mortar inproportion of 1:4 cement and F/sand F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. S.I.No. 584
On Interior face of wall
202.5
-
140
12 mm thick plaster with cement mortar inproportion of 1:4 cement and F/sand F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. S.I.No. 584+596
Exterior face of wall
202.5
-
144
Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661)
Top
405.14
-
70.1
Painting or vernishing new iron work in small areas or new wood work with one coat of ready mixed primming paint and two coats of approved superior quality ready mixed synthetic enamal paint of approved brand such as British paint, shalimar, Asian or equipment ISI approved paint including supply of all material, labour etc. complete paint ot be used should be confirm hte ISI no 103-1950. As per S.I.No. 641+642
90
-
95.5
(L) Painting & sculpture on Boundary wall
Bundelkhandi Influence with approved make colure complete in all respect as per Ingineer Incharge
Note :-(1)- 1% Labour cess, 12% GST will be charged on the aforesaid work
70
-
3000
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