Tender For Construction Of Zila Parishad Office Building At Latehar District- Latehar, Latehar-Jharkhand

TDR : 54600462

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Latehar , Jharkhand

Tender Brief : Tender For Construction Of Zila Parishad Office Building At Latehar District- Latehar

Document Fees
₹ 10000 /-

EMD
₹ 1616300.0 /-

Tender Value
₹ 8.08 Crore /-

Submission Date
25-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Supplying, installation, testing and commissioning of 6 Passenger liftMR
2	Fabrication, assembling 200A HRC TPN switch incoming and 100/63A TPN, 35KA MCCB outgoing 4 nos. lighting LT electrical sub distribution control panel with the foloowing accessoires: MR
3	Supplying and fixing PVC fittings of approved make confirming to IS : 1729 including supplying nails and bobbins, fixing solutions including earth work or masonary work cutting and remaking and providilding as the case may be all complete as per specification and direction of E/I.PVC plain bend 100mm dia.
4	PVC double junction with door and ear 100mm dia.
5	PVC cowl - 100mm dia.
6	Floor trap - 100mm dia.
7	Ring rubber
8	Lubricant
9	Door piece
10	Supply fitting and fixing of standard make starter panel board with arrangement of all necessary protection including all taxes, royalty etc. all complete job as per direction of E/I
11	Providing Interior Fitout Work At Proposed model Zila Parishad Office Type - I - (Big)
12	SUPPLY & INSTALLATION OF OFFICE BOUGHT OUT FURNITURE ITEMS At Proposed model Zila Parishad Office Type - I - (Big)
13	Supply, Installation, Testing and Commissioning of IP Based CCTV Cameras& Supply, Installation, Commissioning Of Building Wide Wired And Wireless Local Area NetworkAt Proposed model Zila Parishad Office Type - I - (Big)
14	Supply, Installation, Testing and Commissioning of Fire Fighting (Wet Riser) System At Proposed model Zila Parishad Office Type - I - (Big)
15	Supply, Transportation & fitting of Shyan Jyoti LED Based Solar Street Lighting SystemLuminary: 12W LED LuminaryLuminary Housing- Weather Proof HousingStructure- Hot Deep Galvanized MS Pole(4.5 Mtr.)Battery Box: Corrosion Resistant Painted Power Coated Metal Battery Box Other:Suitable Cable, Etc. Battery:19.8Ah 14.8V Lithium-Ferro Battery of MNRE Approved Module:75Wp of HBL/ Gautam Solar/ IEC Equivalent (Cost includes 10% CP & 5% OHC) MR
16	Supply and fixing precast RCC bench benches including finishing etc, all complete under instruction of Engineer - in - Charge MR
17	Supply and fixing Dust-bin including painting finishing etc, all complete. MR
18	Supply and fixing SIGNAGES MR
19	Supplying and fixing PVC fittings of approved make confirming to IS : 1729 including supplying nails and bobbins, fixing solutions including earth work or masonary work cutting and remaking and providilding as the case may be all complete as per specification and direction of E/I.PVC plain bend 100mm dia.
20	PVC double junction with door and ear 100mm dia.
21	PVC cowl - 100mm dia.
22	Floor trap - 100mm dia.
23	Ring rubber
24	Lubricant
25	Door piece
26	ProvidingSolar lighting of 50 kw At Proposed model Zila Parishad Office Type - I - (Big)
27	GST ADD@18%
28	Labour Cess add@1%
29	A) BUILDINGEARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
30	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR
31	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
32	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
33	Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR
34	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
35	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
36	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
37	Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
38	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
39	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
40	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
41	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
42	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
43	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
44	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
45	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR
46	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
47	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
48	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
49	8mm 20%
50	10mm 10%
51	12 mm 10%
52	16mm 20%
53	20mm 20%
54	25mm 20%
55	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I..
56	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge
57	Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
58	Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
59	Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
60	Providing and applying Thermoflex P-111/Sikka coolcoat or any other Equivalent compound of roof od slab as per following procedure (i) Surface preparation :- Surface of roof slab should be cleaned with wire brush, Dust particle should be removed and surface should be washed with high water pressure and should be get dried. (ii) Primer Coat :- Thermoflex P-111 should be diluted with potable water in 1:1 ratio and this solutation should be applied on cleaned and dry surface with soft brushy roller. (iii) 1st Coat P-111 :- After 3 hours of primer coat first coat of P-111 without any dilutation should be applied with soft brush/roller (iv) when the first coat is partialy and acraylic fibremesh 80GSM mat should be laid and pressed with roller (v) Second / Final Coat :- 2nd coat P-111 (without any dilution) should be applied after 3 hours of 1st coat it should be allowed to dry for 4 hours not be any water contact on surface till 24 hours of final completion of treatment 5.12.10 JSR
61	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 600x6005.6.28 JSR
62	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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm5.6.28 JSR
63	Providing and laying 25 mm thick kotah stone slab flooring of approved size, texture and colour over 18 mm of thick base of lime morter (1:1:1) (lime putty:Surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.(iv)600x600
64	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR
65	Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR
66	Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
67	Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :21.1.1.1DSR
68	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side 21.2.1 DSR
69	Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete as perthe architectural drawings and the directions of engineer-in-charge . (Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
70	Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by deptt.)
71	Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 42 kg/SQM5.5.12 JSR
72	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.
73	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:Pre treatment
74	Providing 250 mm wide brick drain in cement mortar (1.6) with av. 150mm, clear depth and 250mm apron including cost of earthwork involved with 75 mm cement concrete (1:4:3) over one brick designation 75A, flat solling in proper grade and slope at the base, the drain duly plastered in CM (1:3) with punning over exposed surface all complete as per building specification and direction of E/I5.10.33 JSR
75	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
76	Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.8.17 DSR
77	1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-33010 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml25.2 DSR
78	Cement
79	Chips
80	Bricks
81	Steel
82	ELECTRIFICATION WORK Point Wiring in PVC Conduit, with Modular type Switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.3.3 JSR E&M Gr-C
83	Supply and Fixing Light Plug Point with Modular Type Accessories:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 1.3.1 JSR E&M
84	Supply and Fixing Light Plug Point with Modular Type Accessories: Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required. 1.3.2 JSR E&M
85	Supply & fixing 20A SPN MCB Industrial Socket Outlet: Supply and fixing of 20A, 240V, SPN insustrial type socket outlet with 2 poles and earth, metal enclosed plug top along with 20 amps 'C' series, SP MCCB, in sheet steel enclosure, on surface or in recess with chained metal cover for socket out let and complete with connections, testing and commissioning etc as required. 2.18 JSR E&M
86	Power Plug Wiring in PVC conduit (2x4 sq. mm): Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1.5 JSR E&M
87	Circuit / Sub-main wiring in PVC Conduit: Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required. 1.7 JSR E&M2x1.5 Sqmm + 1x1.5 sqmm earth wire 1.7.1
88	2x2.5 Sqmm + 1x2.5 sq mm earth wire 1.7.2
89	2x4 Sqmm + 1x4 sq mm earth wire 1.7.3
90	4x6 Sq.mm + 2x6 Sq.mm earth wire. 1.7.9
91	4x10 Sq.mm + 2x6 Sq.mm earth wire. 1.7.10
92	S/F TP MCB DB:- Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). (All TP MCB DB shall be as per IS:8623) 2.9 JSR E&M 4 Ways (4+12 ways) double door 2.9.4
93	6 Ways (4+18 ways) double door 2.9.5
94	8 Ways (4+24 ways) double door 2.9.6
95	S/F 'C' series MCB:- Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12 JSR E&M 6/32A Single Pole 2.12.1
96	6/32A TP MCB 2.12.8
97	50/63amp TPN MCB 2.12.10
98	S/F Ceiling Rose: Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1.33 JSR E&M
99	S/F Batten / Angle Holder: Supplying and fixing batten / angle holder including connection etc as required. 1.34 JSR E&M
100	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1.27 JSR E&M 4/5 Module (78mmX78mmX50mm) 1.27.2
101	6 Module (200mmX75mm) 1.27.3
102	ITC fluorescent fitting directly on surface :- installation testing and commissioning of Pre - wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc, directly on ceiling / wall, including connection with 1.5 Sq. mm. FR PVC insulated, copper conductor, single core cable and earthing etc. as required. 1.41 JSR E&M
103	ITC Ceiling Fan :- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required. 1.44 JSR E&M
104	S/F Modular type electronic fan regulator: Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 1.25 JSR E&M
105	Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioningetc. as required. 1.48 JSR E&MUpto 450 mm sweep
106	Telephone Wiring in Existing Conduit: Supplying and drawing, following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in the existing surface / recessed steel / PVC conduit as required. 1.16 .2 JSR E&M 1.16.2
107	S/F Modular type Switch / Socket: Supplying and fixing following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required. 1.24 JSR E&M Telephone socket outlet 1.24.6
108	Copper Earth Plate Electrode:Earthing with copper plate 600mm x 600mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal/ coke and salt ) as required. 3.6 JSR E&M
109	Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. 3.7 JSR E&M
110	Providing and fixing 25mm x 5mm copper earth strip in pipe:Providing and fixing 25mm x 5mm copper earth strip in 40mm dia. G.I. pipe from earth electrode, as required 3.11 JSR E&M
111	LIGHT FITTINGS LED Batten 20/22W 14.95 Overhead & Profit charge M-854 JSR E&M Pg no 48
112	9/10 W Led Bulb 14.95 Overhead & Profit charge M-855 JSR E&M Pg no 48
113	FANS Supply of 300mm dia 1400 rpm,230V AC Exhaust Fan (metal) exhaust fan 9\\" in with double ball bearing existing opening and fittinigs as required. 14.95 Overhead & Profit charge M-774 JSR E&M Pg no 46
114	Supply installation, testing and commissioning of following size ceiling fan 3 blades Confirming to IS:374:2019 including the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated, copper wire suitable for 230V 50 Hz, single phase supply etc. complete as required.1400 mm 56\\" 9.4.2 JSR E&M
115	Provioding and laying 1.1 KV grade aluminium armoured cable as per IS 1554 (Part I) heavy duty all cost complete including cost of brass compression gland, cable jointing and end termination as per specification and direction f E/I. Basic rate +40% for laying & C.P. 3.5 core, 95 sq.mm14.95 Overhead & Profit charge M330 JSR E&Mpg no 41
116	S/F3.5 core, 50 sq.mm14.95 Overhead & Profit charge M328 JSR E&Mpg no 41
117	Silent Type DG Set of Capacity 87.5 KVA with AMI Panel IS/IEC -600034 1IS: 1460 IS: 13018 M905 Pg no 55+14.95%
118	PLUMBING SANITARY WORK AS PER SOR 2021Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \\"p\\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (A) With \\"P\\" trap (a)12.5 lit. low level P.V.C. cistern
119	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry hindustan or any other ISS approved make with 100mm HCI p trap 15 litres CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings CI or C C bracket 32mm alkethene / PVC telescopic flush pipe about 2m long with one brass coupling and clamps GI chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm CI body brass spindle stop cock of weight not less than 50 grames 15mm PVC connection pipe 450mm long and coat of red oxide primer etc all complete as per specification and direction of E/I.(B) 580 mm longwith 12.5 litre low level PVC cistern
120	supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or hindustan or any other I.S.S approved make supported on painted C.I OR R.S bracket 32mm C.I brass waste 15mm dia C.I body brass spindle stop cock of approved quality of weight not less than 350 grames, 32mm PVC wate pipe 750mm long with brass coupling with one end and making plumber joints etc.all complete as per specification and direction of E/I.
121	Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
122	Supplying, fitting and fixing gun metal full way valve of approved quality all complete as per specifcation and direction of E/I.20mm dia.
123	25mm dia.
124	32mm dia
125	40mm dia
126	Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/I. … 15mm dia.
127	Cutting chajjas or concrete for laying PVC Pipe and restoring the same with R.C.C. (1:2:4) brick work in cement Mortar (1:4) and cement plaster 1:4 as per specifiction and direction of E/I
128	Making holes in walls for PVC Pipe and restoring the same atfer pipe Laying (b) 250mm thick wall
129	Cutting drain width wise above GL for laying PVC pipe and restoring brick work in cement mortar (1:4) 12mm cement plaster in C.M. (1:4) with neat cement punning as per specifciation and direction of E/I. (PVC 110mm dia)
130	Making holes in wall for laying PVC pipes and restoring the same all cost complete (PVC pipe 250mm dia)
131	Supplying all tolls and labour and cutting chajja cornice for laying PVC pipes and making good the same as per specification and direction of E/I.
132	Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 14.95% for labour and Contractors profit) Pillar cock Long neck (Basic rate Rs.756.60 + 30% for C.P. & laying charge)
133	Bib cock - long thread (Basic rate Rs.701.10 + 30% for C.P. & laying charge)
134	Angular Stop cock L.T.(Basic rate Rs.572.85 + 30% for C.P. & laying charge)
135	Glass shelf (Basic rate Rs.641.25 + 30% for C.P. & laying charge
136	Flush valve complete with 32mm size control cock & flange (Basic rate Rs.3283.00 + 30% for C.P. & laying charge
137	32mm dia. PVC waste pipe 750mm long with cushion (Basic rate Rs.52.00 + 30% for C.P. & laying charge
138	15mm C.P. nipple with coupling(As per JSR 15 basic rate Rs.72.70 + 30% C.P. & laying charge)
139	Providing Solvent cement (as per JSR 15 basic item - 240.00 + 30% C.P & laying charge
140	Supplying, fitting and fixing Mirrors of 6mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. 600 X 450mm
141	Supplying, fitting and fixing C.P. brass soap dish container medium quality with screw and hinges etc.
142	Providing and fixing 15mm dia and 45cm long PVC connection pipe with heavy quality brass coupling at both ends etc all complete as per specification and direction of engineer in charge
143	Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
144	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931, 15mm dia nominal bore of approved brand C.P. fittings
145	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quaility and colour 15mm nominal bore weighing not less than 32gms.
146	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i.e fixing the pipe with clamps at 1Mtr. Spacing. This includes jointing of the pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the walls etc. 20mm nominal bore
147	25mm nominal bore
148	32mm nominal bore
149	External work - 40mm nominal bore
150	Providing & fixing on wall face unplasticised - Rigid P.V.C. pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socketed pipes. 110 mm dia
151	Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.Single Tee with door110x110x110 ,mm
152	110 mm bendProviding 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.
153	Bend 87.5 degree
154	B) PCC ROADEARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
155	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR
156	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR
157	Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage, all complete as per specification (6.8) Common JSR
158	Providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and technical specification of E/I14.18(ii) RCD JSR
159	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR
160	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
161	Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement
162	Chips
163	Boulder
164	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
165	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR
166	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR
167	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
168	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction ofEngineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.16.91.2
169	Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement
170	Chips
171	Paver
172	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
173	Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B)5.1.2 JSR60% Quantity vide item no. 1
174	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR
175	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR
176	Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR
177	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR
178	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
179	Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9JSR
180	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
181	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR
182	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR
183	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR
184	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR
185	8mm 20%
186	10mm 10%
187	12 mm 10%
188	16mm 20%
189	20mm 20%
190	25mm 20%
191	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.3 JSR
192	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR
193	Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR
194	Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR
195	Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 30 kg/SQM5.5.12 JSR
196	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR
197	Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement
198	Chips
199	Bricks
200	Steel
201	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.2.12 DSR
202	Grassing with selection No. 1/ Doob grass including watering andmaintenance of the lawn for 30 days or more till the grass forms a thicklawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).2.10.1 DSR
203	a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum pr 100 meters and supplying and planting hedge plants at 30 cm apart)JSR Road 11.7
204	Maintainance of hedge for one year JSR Road 11.7 B
205	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, byspreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). DSR HOR 2.1
206	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). DSR HOR 2.2
207	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)DSR HOR 2.4
208	Fine dressing of the groundDSR HOR 2.7
209	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)DSR HOR 2.8
210	Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge DSR HOR 2.9
211	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HOR DSR 2.31
212	Supplying and spreading of sand in lawn area, including watering and dressing complete.DSR HOR 2.27
213	Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer in charge.DSR HOR 2.34
214	Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide,Pesticide, lawn mover and brush cutter with fuel & other T & P material/articles shall be provided by the department.) DSR HOR 2.39.5
215	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water)DSR HOR 2.57.1+2.57.2Tree Plants
216	Shrub Plants
217	Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalentof green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) inwidth of 60 cm. with bamboo of 90 cm. length. The bamboo should bepainted with green colour paint of approved brand and manufacture (two ormore coats) and fixed 30 cm. below ground level and 60 cm. above groundlevel at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. DSR HOR 2.58
218	Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. DSR HOR 7.11
219	Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR HOR 3.18
220	Providing and displaying of Schefflera high colour having ht. 25 cm to 30cm, well developed with fresh & healthy foliage in 25 cm size of Earthenpot/Plastic pot & as per direction of the officer-in-charge. DSR HOR 3.85
221	Providing and Displaying Allyssum white in full bloom well developed fresh& healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. DSR HOR 4.1
222	Providing and Displaying Petunia hybrid different variety in different colourwell developed with fresh and healthy foliage in full bloom in 25 cm EarthenPot/Plastic Pot as per direction of the officer-in-charge. JSR HOR 4.50
223	Providing and Displaying Dahlia double kenya variety in different colourwell developed with 3 to 4 flowers in half bloom, good foliage stacked withGreen painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR HOR 4.24
224	Providing and Displaying Dianthus dwarf in different colour fresh & healthybloom in 20 cm Earthen Pot/Plastic Pot and as per direction of theofficer-in-charge. DSR HOR 4.27
225	Providing and Displaying Marigold jaffri orange/yellow/Russet colour welldeveloped with fresh & healthy foliage with 40 to 50 flowers in bloomspecimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and asper direction of the officer-in-charge. DSR HOR 4.37
226	Providing and Displaying Mimulus multi branching bushy plant in differentcolour well developed fresh & healthy in full bloom in 20 cm Earthen Pot in20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR HOR 4.42
227	Providing and Displaying Nasturtium in different colour well developed withfresh & healthy foliage with full bloom in 20 cm Earthen Pot/Plastic Pot asper direction of the officer-in-charge. DSR HOR 4.44
228	Providing and Displaying Verbena in different colour having 30 to 45 cm ht.,well developed with fresh & healthy foliage in bloom condition in 25 cmEarthen Pot/Plastic Pot and as per direction of the officer-in-charge DSR HOR 4.70
229	Providing and stacking of Cassia biflora of height 60-75 cm. with 4-5branches in poly bags of size 25 cm as per direction of the officer-in charge.DSR HOR 8.9
230	Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branchin earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. DSR HOR 4.88
231	Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cmto 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. . DSR HOR 9.8
232	Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch30 cm and above ht. well developed with one and above flower plant in20 cm Earthen Pot, as per direction of the officer-in-charge. JSR HOR 4.91
233	Providing and stacking of Cassia siamea of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.17
234	Providing and stacking of Cassia siamea of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.18
235	Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm.in big poly bags of size 25 cm as per direction of the officer-in-charge.v DSR HOR 7.24
236	Providing and stacking of Ficus benjamina (green) of height 150-165 cm.,bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. DSR HOR 7.27
237	Providing and stacking of Ficus bengalensis krishna of height 75-90 cm.,multibranched in earthen pots of size 30 cm as per direction of theofficer-in-charge DSR HOR 7.30
238	Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.45
239	Providing and stacking of Cassia biflora of height 60-75 cm. with 4-5branches in poly bags of size 25 cm as per direction of the officer-in charge.DSR HOR 7.74
240	Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.80
241	Providing and stacking of Schleichera trijuga (Kusum) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR HOR 7.81
242	F) Guard roomEARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
243	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR
244	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 JSR
245	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR
246	Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.6.1 JSR
247	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR
248	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
249	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)5.3.1.2 JSR
250	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
251	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10JSR
252	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
253	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR
254	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR
255	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR
256	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR
257	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR
258	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR
259	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.11JSR
260	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR
261	8mm 30%
262	10mm 20%
263	12 mm 20%
264	16mm 30%
265	Providing designation 75-B brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.6 JSR
266	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.14 JSR
267	Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. 5.7.15 JSR
268	Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I5.7.3 JSR
269	Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.6 JSR
270	Providing and applying Thermoflex P-111/Sikka coolcoat or any other Equivalent compound of roof od slab as per following procedure (i) Surface preparation :- Surface of roof slab should be cleaned with wire brush, Dust particle should be removed and surface should be washed with high water pressure and should be get dried. (ii) Primer Coat :- Thermoflex P-111 should be diluted with potable water in 1:1 ratio and this solutation should be applied on cleaned and dry surface with soft brushy roller. (iii) 1st Coat P-111 :- After 3 hours of primer coat first coat of P-111 without any dilutation should be applied with soft brush/roller (iv) when the first coat is partialy and acraylic fibremesh 80GSM mat should be laid and pressed with roller (v) Second / Final Coat :- 2nd coat P-111 (without any dilution) should be applied after 3 hours of 1st coat it should be allowed to dry for 4 hours not be any water contact on surface till 24 hours of final completion of treatment 5.12.10 JSR
271	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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm5.6.28 JSR
272	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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm5.6.28 JSR
273	Supplying, fitting & fixing 20 GAUGE GCI sheet gate fitting on MS angle frame of size 60x60x6mm including cost of fabrication and necessary locking arrangement with haskal and dommy standard make with oxidised iron fittings such as hinges, tower bolts , handle,cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I 5.5.29
274	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.) Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.41 JSR + 5.8.45 JSR
275	Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.13.47.1+13.26 DSR
276	Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete 5.8.21JSR + 13.26 DSR
277	Providing and fixing fan hook of 16mm dia M.S. bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/l. (where material is not supplied by deptt.) 5.5.13 JSR
278	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.4.17 DSR
279	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 2.35+2.35.2 DSR
280	Cement
281	Chips
282	Bricks
283	Steel
284	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I5.1.1 J.S.R.
285	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 JSR
286	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 JSR
287	Providing designation 75B brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.. 5.2.14 JSR
288	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:3:6(1 cement : 3 coarse sand (Zone III) : 6 graded stone aggregate 20 mm nominal size)5.3.1.4 JSR
289	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.1 JSR
290	Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.9.1JSR
291	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17 JSR
292	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR
293	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete5.3.17.6 JSR
294	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)5.3.10 JSR
295	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform5.3.17.3 JSR
296	8mm 20%
297	10mm 15%
298	12 mm 15%
299	16mm 30%
300	20mm 20%
301	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 JSR
302	Providing and laying Polished Granite stone flooring in required design andpatterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
303	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.
304	Supply, fitting and fixing M.S. grill gate made of 20x6mm M.S. flats or 16mm.M.S. Square bars fitted on 25x25x6mm. M.S. square bars fitted on 25x25x6mm M.S. angle frame (where steel is not supplied by the deptt.)
305	Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement
306	Chips
307	Bricks
308	Steel
309	Earthwork in excavation in foundation trenches all
310	Providing clean coarse sand filling in foundation all
311	Providing brick flat soling all complete
312	Providing P.C.C (1:4:8) in subbase all complete
313	Providing 75B Brick work in foundation all complete
314	Providing R.C.C (1:1.5:3) in lintel all cost complete
315	Add Centering Shutteing
316	Providing 125mm thick brick work in partition all
317	Providing 12mm. Cement plaster all cost complete
318	Providing 1.5mm cement punning all cost complete
319	Providing R.C.C (1:1.5:3) in slab all cost complete
320	Add Centering Shutteing
321	Providig tor steel reinforcement for all RCC work all
322	Supplyig C.I Cover 600X450MM (Wt. 25 Kg) - 4 nos(JSR basic rate 1400 + 14.95% ) Pge 42 it. No. 26(b)
323	Cement
324	Chips
325	Bricks
326	STEEL
327	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
328	Cost of drilling 200 mm X 165 mm X 125 mtr deep borewell in all kind of soil and rock in rural area for installation of pump set with hydraulic DTH rig machine on complete including all material tools drilling rig air compressor reand equipment will as fuel lubricant sand cost of transportation of rig machine and weather vehicle of to site(a) From 0.00m to 50.00m below to g.l
329	(b) From 51.00 m to 125.00 m
330	(b) From above 125 m
331	Suplying asembling lowering and fixing in vertical position in borewell unplastisized PVC medium well casing (CM) pipe of required dia confirming to IS: 12818 including required hire and labour charges fitting and acesories etc. all complete for all depth as per direction of engineer - in - charge 200 mm nominal size dia
332	Development of tubewll in accordance with IS: 2800 (part1) and IS: 11189, to stables maximum rate of usable water yield without sand content (beyond permissible limits) with required capacity air compressors running the compressor for required time till well is fully developed measuring yield of well by \\"V\\" notes method for another approved measuring method static level and drow down etc. by step drow down method collecting water samples and getting testing approved labarotary i/c disinfection of tubewell all complete including hire and labour charges of air compressor and tool and assecories etc. all as per requirement and direction of engineer - in - charge
333	Providing and fixing suitable side threaded mild steel cap all support weilded plate to the top of borewell housing / casting pipe removable as per requirement all completed for borewell of 200 mm dia
334	Providing and fixing MS clamp of require dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part 1) including necessary bolt and nuts of required size complete 200 mm clamp
335	Supplying 100 mm dia submersible pump sets confirming to 8034 and motor confirming t0 IS: 9283 pump shall be suitable for various delivery had and motor suitable for working on 415+10, 3 HP, 50 ZH, AC supply with cable guard thrust carbon/fibre bearing to withstand entire hydraulic thrust water proof winding to be provide the pump set be suitable for direct coupling pump shall have suitable outylet as per manufacture design anti thrust streamlined non return valve shall be provided withpump 3 mtr submersible copper conductor cable in single/double run shall be provide each pump submersible pump 100 mm dia (with polypropylene/noryl impeller) upto 20 stage 2 HP
336	Supply fitting and fixing 3 crore 4 sqmm flat copper submersible Finolex/Havels make including all taxes, royalty etc all complete job as per direction of E/I
337	Supply fitting and fixing lowering 50 mm dia G.L collumn pipe - do - all complete job as per direction of E/I
338	Providing and fixing of lightning conductor finial, made of 25mm dia, 300mm long GI tube, having single prong at top, with 85mm dia 6mm thick GI base plate including holes etc. complete as required.
339	Providing and fixing GI tape 20mm x3mm thick on parapet or surface of wall for lightning conductors as required ( for horizontal run)
340	Providing and fixing GI tape 20mm x3mm thick on parapet or surface of wall for lightning conductorsas required ( for verticall run)
341	Providing and fixing testing joints, made of 20mm x3mm thick GI strip, 125mm long with 4 Nos of GIbolts nuts check nuts and spring washer complete as required.
342	GI Earth Plate Electrode : Earthing with GI plate600mm x 600mm x 6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. 2.7 metre long (but without charcoal or coke and salt complete) as required.
343	Salt /charcoal for plate earth electrode: Extra for using charcoal and salt for G.I. copper plate earth electrode as required
344	RAIN WATER HARVESTING.Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
345	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
346	Providing PCC M-75 with nominal mix of (1:3:6) in filling in plinth & sunken slab of toilet with approved quality of stone metal grade III (53 to 22.4mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing taxes and royalty all complete as per building specification & direction of E/I.
347	Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
348	Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.
349	Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.TMTC-500 8mm dia
350	Providing designation 75B brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
351	Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I (Cost of Cico will be paid separately)
352	Supplying, assembling, lowering and fixing in vertical position borewell 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
353	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
354	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, 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.
355	Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
356	P/L NP2 class R.C.C pipes with collars joint with stiff mixture of cement mortar in the proportion of (1:2)250 mm dia. R.C.C pipe
357	Supplying and fixing C.I cover without frame for manholes: 560 mm diameter C.I cover (medium duty) the weight of the cover to be not less than 58 kg
358	Carriage of materialCement
359	STEEL
360	Chips
361	Bricks
362	EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/IExtra for hard soil
363	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
364	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
365	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
366	Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.
367	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
368	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
369	Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
370	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
371	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
372	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
373	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
374	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
375	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
376	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
377	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
378	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
379	8mm 20%
380	10mm 15%
381	12 mm 15%
382	16mm 30%
383	20mm 20%
384	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I..
385	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge
386	Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
387	Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
388	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 600x600
389	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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
390	Providing and laying 25 mm thick kotah stone slab flooring of approved size, texture and colour over 18 mm of thick base of lime morter (1:1:1) (lime putty:Surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.(iv)600x600
391	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including the cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification.)Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.
392	Finishing wall with Premium Acrylic Smooth Exterior paint of required shade with Silicon additives on new works in two or more coats applied @ 1.43 Ltrs/10 Sqm. Over and including base coat of water proofing cement paint applied @ 2.2 Kgs/10Sqm. All complete job.Providing and applying POP putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all complete as per building specification and direction of E/l.
393	Providing two coats of plastic emulsion of approved shade and make over a coat of of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying puuty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmProviding and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
394	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
395	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
396	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as perthe architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
397	Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)Per sq.m @ 42 kg
398	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth - do - do - all complete job as per direction of E/I.
399	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion) :Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:Pre treatment
400	Providing 250 mm wide brick drain in cement mortar (1.6) with av. 150mm, clear depth and 250mm apron including cost of earthwork involved with 75 mm cement concrete (1:4:3) over one brick designation 75A, flat solling in proper grade and slope at the base, the drain duly plastered in CM (1:3) with punning over exposed surface all complete as per building specification and direction of E/I
401	Carriage of materials from different surface or department stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.Cement
402	Chips
403	Bricks
404	Steel
405	Point Wiring in PVC Conduit, with Modular type Switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
406	Supply and Fixing Light Plug Point with Modular Type Accessories:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
407	Supply and Fixing Light Plug Point with Modular Type Accessories: Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etc as required.
408	Supply & fixing 20A SPN MCB Industrial Socket Outlet: Supply and fixing of 20A, 240V, SPN insustrial type socket outlet with 2 poles and earth, metal enclosed plug top along with 20 amps 'C' series, SP MCCB, in sheet steel enclosure, on surface or in recess with chained metal cover for socket out let and complete with connections, testing and commissioning etc as required.
409	Power Plug Wiring in PVC conduit (2x4 sq. mm): Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 number 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
410	Circuit / Sub-main wiring in PVC Conduit: Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required.2x1.5 Sqmm + 1x1.5 sqmm earth wire
411	2x2.5 Sqmm + 1x2.5 sq mm earth wire
412	2x4 Sqmm + 1x4 sq mm earth wire
413	4x6 Sq.mm + 2x6 Sq.mm earth wire.
414	4x10 Sq.mm + 2x6 Sq.mm earth wire.
415	S/F TP MCB DB:- Supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). (All TP MCB DB shall be as per IS:8623)4 Ways (4+12 ways) double door
416	6 Ways (4+18 ways) double door
417	8 Ways (4+24 ways) double door
418	S/F 'C' series MCB:- Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6/32A Single Pole
419	6/32A TP MCB
420	50/63amp TPN MCB
421	S/F Ceiling Rose: Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
422	S/F Batten / Angle Holder: Supplying and fixing batten / angle holder including connection etc as required.
423	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.4/5 Module (78mmX78mmX50mm)
424	6 Module (200mmX75mm)
425	ITC fluorescent fitting directly on surface :- installation testing and commissioning of Pre - wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc, directly on ceiling / wall, including connection with 1.5 Sq. mm. FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
426	ITC Ceiling Fan :- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (Up to 30 cm) with 1.5 sq. mm. FRPVC insulated,copper conductor,single core cable etc, as required.
427	S/F Modular type electronic fan regulator: Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required.
428	Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioningetc. as required. Upto 450 mm sweep
429	Telephone Wiring in Existing Conduit: Supplying and drawing, following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in the existing surface / recessed steel / PVC conduit as required.2 pair
430	S/F Modular type Switch / Socket: Supplying and fixing following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required.Telephone socket outlet
431	Copper Earth Plate Electrode:Earthing with copper plate 600mm x 600mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal/ coke and salt ) as required.
432	Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.
433	Providing and fixing 25mm x 5mm copper earth strip in pipe:Providing and fixing 25mm x 5mm copper earth strip in 40mm dia. G.I. pipe from earth electrode, as required
434	LIGHT FITTINGS LED Batten 20/22W14.95 Overhead & Profit charge
435	9/10 W Led Bulb14.95 Overhead & Profit charge
436	FANS Supply of 300mm dia 1400 rpm,230V AC Exhaust Fan (metal) exhaust fan 9\\" in with double ball bearing existing opening and fittinigs as required. 14.95 Overhead & Profit charge
437	Supply installation, testing and commissioning of following size ceiling fan 3 blades Confirming to IS:374:2019 including the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated, copper wire suitable for 230V 50 Hz, single phase supply etc. complete as required.1400 mm 56\\"
438	Provioding and laying 1.1 KV grade aluminium armoured cable as per IS 1554 (Part I) heavy duty all cost complete including cost of brass compression gland, cable jointing and end termination as per specification and direction f E/I.3.5 core, 95 sq.mm14.95 Overhead & Profit charge
439	S/F3.5 core, 50 sq.mm14.95 Overhead & Profit charge
440	PLUMBING SANITARY WORK AS PER SOR 2021Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with \\"p\\" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l. (A) With \\"P\\" trap (a)12.5 lit. low level P.V.C. cistern
441	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry hindustan or any other ISS approved make with 100mm HCI p trap 15 litres CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings CI or C C bracket 32mm alkethene / PVC telescopic flush pipe about 2m long with one brass coupling and clamps GI chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm CI body brass spindle stop cock of weight not less than 50 grames 15mm PVC connection pipe 450mm long and coat of red oxide primer etc all complete as per specification and direction of E/I.(B) 580 mm longwith 12.5 litre low level PVC cistern
442	supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or hindustan or any other I.S.S approved make supported on painted C.I OR R.S bracket 32mm C.I brass waste 15mm dia C.I body brass spindle stop cock of approved quality of weight not less than 350 grames, 32mm PVC wate pipe 750mm long with brass coupling with one end and making plumber joints etc.all complete as per specification and direction of E/I.
443	Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
444	Supplying, fitting and fixing gun metal full way valve of approved quality all complete as per specifcation and direction of E/I.20mm dia.
445	25mm dia.
446	32mm dia
447	40mm dia
448	Providing and fixing brass stop cock of approved quality all complete as per specification and direction of E/I. … 15mm dia.
449	Cutting chajjas or concrete for laying PVC Pipe and restoring the same with R.C.C. (1:2:4) brick work in cement Mortar (1:4) and cement plaster 1:4 as per specifiction and direction of E/I
450	Making holes in walls for PVC Pipe and restoring the same atfer pipe Laying (b) 250mm thick wall
451	Cutting drain width wise above GL for laying PVC pipe and restoring brick work in cement mortar (1:4) 12mm cement plaster in C.M. (1:4) with neat cement punning as per specifciation and direction of E/I. (PVC 110mm dia)
452	Making holes in wall for laying PVC pipes and restoring the same all cost complete (PVC pipe 250mm dia)
453	Supplying all tolls and labour and cutting chajja cornice for laying PVC pipes and making good the same as per specification and direction of E/I.
454	Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 14.95% for labour and Contractors profit) Pillar cock Long neck (Basic rate Rs.756.60 + 30% for C.P. & laying charge)
455	Bib cock - long thread (Basic rate Rs.701.10 + 30% for C.P. & laying charge)
456	Angular Stop cock L.T.(Basic rate Rs.572.85 + 30% for C.P. & laying charge)
457	Glass shelf (Basic rate Rs.641.25 + 30% for C.P. & laying charge
458	Flush valve complete with 32mm size control cock & flange (Basic rate Rs.3283.00 + 30% for C.P. & laying charge
459	32mm dia. PVC waste pipe 750mm long with cushion (Basic rate Rs.52.00 + 30% for C.P. & laying charge
460	15mm C.P. nipple with coupling(As per JSR 15 basic rate Rs.72.70 + 30% C.P. & laying charge)
461	Providing Solvent cement (as per JSR 15 basic item - 240.00 + 30% C.P & laying charge
462	Supplying, fitting and fixing Mirrors of 6mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3mm ply wood board and C.P. hinges to fix with mirror. 600 X 450mm
463	Supplying, fitting and fixing C.P. brass soap dish container medium quality with screw and hinges etc.
464	Providing and fixing 15mm dia and 45cm long PVC connection pipe with heavy quality brass coupling at both ends etc all complete as per specification and direction of engineer in charge
465	Supplying, materials and labour for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600X450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600X475mm G.I. cover with frame (weight not less than 35kg) alongwith earth work in excavation and 80mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
466	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931, 15mm dia nominal bore of approved brand C.P. fittings
467	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quaility and colour 15mm nominal bore weighing not less than 32gms.
468	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i.e fixing the pipe with clamps at 1Mtr. Spacing. This includes jointing of the pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the walls etc. 20mm nominal bore
469	25mm nominal bore
470	32mm nominal bore
471	External work - 40mm nominal bore
472	Providing & fixing on wall face unplasticised - Rigid P.V.C. pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socketed pipes. 110 mm dia
473	Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.Single Tee with door110x110x110 ,mm
474	110 mm bend
475	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.
476	H) SHOPEARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I
477	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
478	EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
479	Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
480	Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.
481	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto pinth level : 1:2:4(1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size)
482	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
483	Providing and laying in position specified grade of reinforced cement concrete, exluding the cost of centring, shuttering, finishing and reinforcement: all work upto plinth work 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
484	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
485	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. above plinth level upto floor five floor, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
486	Centering and shuttering including strutting, propping, etc. and removal of form for Foundations, footings, bases of columns, etc. mass concrete
487	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
488	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
489	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15◦ landings, balcony, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases, above plinth level upto floor five level, exluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
490	Centering and shuttering including strutting, propping, etc. and removal of form for Suspended floors, roofs, landings, balconies, and access, platform
491	8mm 20%
492	10mm 15%
493	12 mm 15%
494	16mm 30%
495	20mm 20%
496	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I..
497	Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge
498	Providing 19 mm thk. Water proof cement plaster (1:3) with clean coarse of sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
499	Providing 12 mm Thk. cement plaster(1:6) on walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/ I
500	Providing and laying vitrified Paring / Industrial tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS: 15622 of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 300x300x10 mm

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Tender For Construction Of Zila Parishad Office Building At Latehar District- Latehar, Latehar-Jharkhand

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