Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25, 24 Paraganas North-West Bengal

TDR : 49993834

Tender Notice
BOQ

Expired

24 Paraganas North , West Bengal

Tender Brief : Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25

Document Fees
Refer document

EMD
₹ 1000000.0 /-

Tender Value
₹ 6.35 Crore /-

Submission Date
28-07-2025

Competition Type
Indian

Bidding Type
Tender

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1	TRAINING CENTRE
2	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
3	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. DEPTH UPTO 1.5M
4	DEPTH FROM 1.5M-3M
5	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
6	(A) Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
7	(d)Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
8	(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
9	Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer\"s specification for water proofing layer in water tank etc. (No Departmental Cement is required) for toilet floor & walls.
10	Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer\"s specified rate) for concrete of various grades
11	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
12	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
13	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 25 GradeGROUND FLOOR LEVEL TOTAL RCC
14	IST FLOOR1STFLOOR LEVEL TOTAL RCC
15	2ND FLOOR2NDFLOOR LEVEL TOTAL RCC
16	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4 m (Tor steel/Mild Steel)(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL.Ground floorFoundation to ground floor roofFOUNDATION
17	COLUMN & PEDESTAL
18	Beam & Stair
19	Slab Lintel Chajja
20	1st FloorColumn
21	Beam & Stair
22	Slab Lintel Chajja
23	2nd FloorColumn
24	Beam & Stair
25	Slab Lintel Chajja
26	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part there(f) 25 mm to 30 mm shuttering without staging in foundationBelow the ground floor TOTAL SHUTTERING BELOW THE G.L
27	c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workFROM G.L TO FIRST FLOORGROUND FLOOR LEVEL TOTAL SHUTTERING
28	c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work(d) Extra for works beyond the roof of ground floor per additional floor(i) upto 4th (per floor) and in basement.IST FLOOR1STFLOOR LEVEL TOTAL SHUTTERING
29	c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work(d) Extra for works beyond the roof of ground floor per additional floor(i) upto 4th (per floor) and in basement.2ND FLOOR2NDFLOOR LEVEL TOTALSHUTTERING
30	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
31	40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section \"C\" ]
32	Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floor
33	Brick work with 1st class bricks in cement mortar (1:6)GROUND FLOOR
34	1st floor
35	2nd floor
36	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) GROUND FLOOR
37	1st Floor
38	Extra for using approved H.B netting in every third layer in 16 & 17 of subhead A above in any floor (a) In ground floor.
39	(b) In 1st floor.
40	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary .[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(a) 25 mm thick plasterMain Building (ground floor)
41	Main Building (1ST floor)
42	2nd floor
43	(ii) With 1:4 cement mortar(c) 15 mm thick plasterGround floor
44	1ST floor
45	2nd floor
46	(ii) With 1:3 cement mortar(c) 10 mm thick plasterMain Building (ground floor)
47	1ST floor
48	2ND floor
49	Labour for Chipping of concrete surface before taking up Plastering work
50	Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. (a) In ground floor.
51	Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : LocalWooden Frame WorkGround Floor
52	First floor
53	2nd floor
54	Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)40mm X 6mm, 200mm Length.
55	Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm, (a) Ordinary Teak Wood. (b) Ordinary teak wood
56	First floor
57	2nd floor
58	Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixingthe shutters in position but excluding the cost of hinges and other fittings inground floor:(a) 35mm thick shutters (single leaf)
59	Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria.(i) 32 mm thickIn ground floor.
60	1st Floor
61	Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screw.225mm long x 10mm dia. bolt.
62	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.100mm. X 58mm. X 1.90mm.for Oxidised Fittings).
63	Anodised aliminium D-type handle of approvedquality manufactured from extruded sectionconforming to I.S. specification (I.S. 230/72) fittedand fixed complete.With continuous plate base(Hexagonal / Round rod)125 mm grip x 12 mm diarod.
64	b)Supplying \"Godrej\" mortice lock chromium plated with keys 6levers including fitting & fixing complete.
65	Providing and fixing of factory made uPVC Sliding window (White Colour)complete, (U value=1.9-1.3 W/m 2 K, flame resistant, self extinguishing, lead free) comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm (±0.2 mm) duly reinforced with G.I. section 1.6 mm (±0.2 mm), wherever required. All corners of frame and sash will be fusion welded. After placing 5 mm Clear Annealed glass in the sash, uPVC glazing bead, interlock, EPDM gasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided. Window frame will be fixed to the wall with 100mm long and 8mm dia. Fasteners and after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per as per approved drawing & direction of Engineer-In-Charge. (Note: Profile manufacturer & Window Manufacturer must be one & same, Only manufacturer Waranty is aceptable)a) 2 Track 2 Sash window frame of size 67 x 54 mm & Sash of size 64 x 47 mm both having wall thickness of 2.3 ± 0.2 mm
66	d) Extra for providing & fixing insulated 20 mm double glazed unit with 8 mm Air Gap (6 mm Toughened glass + 8 mm spacer + 6 mm Toughened glass) made with 2 no’s of toughened glass of 6 mm (wt > 15kg/sq.mtr.) in lieu of single 5 mm Clear Annealed glass. including providing EPDM gasket, perforated aluminum spacer filled with moisture absorbant dessicant at all sides duly sealed with primary sealant (butylene) (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete in all respect as per direction of Engineer - in- Charge.
67	Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
68	(a) M.S.or W.I. Ornamental grill of approveddesign joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
69	Supplying, fitting and fixing Stainless Steel railing consist of 38mmdia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontalStrainless steel pipe and base/cover plate with Strainless SteelGRADE 304 containing 7.5% nickle (Interior Grade)Brushed/Matfinish, complete as per direction of the Engineer-in-charge.Weight of Strainless Steel railing per metre 6.5 Kg (approx)
70	Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
71	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(ii) 50mm. X 40mm. X 2.5mm.
72	Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.a) 25 mm thick Tiles as per IS: 1237-2012 for footpath,ramp,staircase of public building(over 25 mm thick (Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m at back side of Block. Cement for Mortar & Slurry to be supplied by Department).
73	Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete.In ground floor(b) Area of each Granite slab 0.6 to 1.0 Square meter.
74	1ST floor
75	2nd floor
76	Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brand conforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. using polymerised adhesive of 6mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course and joints grouted with admixture of white epoxy grout materials of approved brand including spacer -2mm as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete as per direction of Engineerin-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick)
77	1ST floor
78	Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr\"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).Ground floor
79	1ST floor
80	Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.b) Area of each tile above 0.09 Sq.m(i) Coloured decorative
81	1ST floor
82	Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.
83	Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)(a) Two CoatIN GROUND FLOOR
84	IN 1ST FLOOR
85	IN 2ND FLOOR
86	Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.(a) Two Coati) Water based interior grade Acrylic PrimerIN GROUND FLOOR
87	IN 1ST FLOOR
88	IN 2ND FLOOR
89	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.IN GROUND FLOOR(a) Two coat
90	IN 1ST FLOOR
91	IN 2nd FLOOR
92	Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty(to be done under specific instruction of Superintending Engineer) :.Two Coats
93	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer
94	(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Ground Floor
95	First floor
96	2nd floor
97	a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor/first floor/2nd floor/ 3rd/4th floor
98	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) Two CoatIN GROUND FLOOR+1st+2nd+3rd+4th+5th floor
99	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white) Ground Floor/first floor/2nd floor/ 3rd/4th floor
100	Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). a) With 0.5 mm thick sheet
101	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
102	STEEL SINGAL BED (Godrej Interio APO 5179 Bed)
103	STEEL SINGAL TABLE (Godrej Interio T-31 table)
104	STEEL CHAIR (Godrej Interio Sally Mid BackChair)
105	ELECTRICAL COST (Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
106	FIRE FIGHTING (Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
107	Supplying profiles of required section made of Aluminium Alloy Extrusion conforming to IS: 732-1983 and IS: 1285-1975; Anodised with requiredfilm thickness and specified colour/natural matt finished conforming to IS: 1868-1983 for fabrication of Structural Glazing, Curtain Wall formedof basic sections of any ISI embossed/certified make and brand as per direction of Engineer-in-charge. ( Payment will be made on finishedlength of the work). 15 micron colour anodisingStructural glazing /Curtain WallMulion & Transom (Weight @1.819 Kg per Meter)
108	Sub frame for fixing Glass (Weight @0.31 Kg per Meter)
109	Supplying Glazing Silicon of approved make and brand for fixing of Glass on Sub-frame as per direction of Engineer-in-charge for Structural Glazing/Curtain wall etcGlazing Silicon for fixing Glass on Sub frame
110	Supplying Weather Silicone sealant of approved make and brand for fixing of grove line between the Glasses as per direction of Engineer-incharge. for Structural Glazing/Curtain wallWeather Silicone sealant for filling the Grove line between Glasses or any other material for facial work
111	Labour charge for fabrication and installation of structural Glazing/Curtain Wall made from annodized extruded allooy aluminium sections for the following units:Structural Glazing made of extruded and annodized alloy aluminium sections, fabrications including cutting to proper shape and size, drilling including cost of brackets, fastener bolt, mullion bolt, nuts & washers,maskin tape, double side adhesieve crosslink foam (used for guard of glazed silicon on sub-frame), tissue paper foam (used as filler between sub-frame and under backing of weather silicon), screws and othernecessary hardwares, fixing of glass as per drawing, specification and direction of Engineer-in-Charge. (The rate includes hire charges of all tools and plants, including all incidental charges, adhesieve, joiners such as screw,cleate angle,etc. but excluded the cost of extruded aluminium sections, glass, glazed silicon, weather silicon etc.)
112	Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987; coloured, toughened glass conforming to IS: 2553-1992 (part-II)6mm thick
113	Sanatary for Training CenterSupplying,fittingandfixingE.W.C.inwhiteglazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With \"S\" trap.
114	Supplying,fittingandfixing10litreP.V.C.low-down cistern conforming to I.S. specification with P.V.C. fittingscomplete,C.I.bracketsincludingtwocoatsof painting to bracket etc.
115	Supplying,fittingandfixingClosetseatofapproved make with lid and C.P. hinges, rubber buffer and brass screws complete.Plastic (hallow type) white.
116	Washbasinvitreouschinaofapprovedmake(without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets includingtwo coatsofpaintingofC.I.brackets.(ii)550 mm X 400 mm size.
117	Supplying,fittingandfixingFlatbackurinal(halfstall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm woodenblockscomplete.(i)635mm X 395mmX 420 mm.
118	Supplying,fittingandfixingbevellededgedmirror5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.(ii) 600 mm X 450 mm.
119	Supplying, fitting and fixing soap holder.
120	Supplying, fitting and fixing toilet paper holder of approved make with wooden spindle as necessary.Roll type size 250 mm X 125 mm.
121	Supplying, fittingandfixingtowelrailwith two brackets.(iii) 25 mm dia. and 750 mm long.
122	Supplying,fittingandfixinggunmetalwheelvalveof approvedbrandand make tested to 21 kg per sq.cm.( for water lines only)50 mm dia
123	25 mm dia
124	Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992Nahani Trap 90 mmAll floor
125	Round Jali 75mmAll floor
126	ChromiumplatedangularStopCockwithwallflange (EquivalenttoCodeNo.5053&Model-Florentineof Jaquar or similar brand).
127	Supplying, fittingandfixingcompleteBottlewaste trap (Heavy Quality)Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe and wall flange (Equivalent to Code No. 545 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
128	Supplying,fitting and fixing approved brand P.V.C. CONNECTORwhiteflexible,withbothendscoupling with heavy brass C.P. nut, 15 mm dia.600 mm long.
129	(ii)CP 2-way bibCock- 15mm, supplied,fittedand fixed. (Code No.5041 & Model - FLORENTINE of JAQUAR or similar brand).
130	Supplying, fitting and fixing bib cock or stop cock.ChromiumplatedBibCocklongbodywithwallflange withaerator(EquivalenttoCodeNo.512&Model- Tropical / Sumthing Special of ESSCO or similar brand)
131	SupplyofPVCpipes&fittingsSchedule80(medium duty)conformingtoASTMD-1785andthreadedto match with GI Pipes as per IS : 1239(Part - I).50 mm dia.
132	Supply,Fitting&Fixing3layerPP-R(Poly-propylene RandomCopolymer)U.VSTABILISEDandanti- microbialfusionweldedpipesconformingto IS:15801- 2008.forhot&coldwatersupplyincludingnecessary fittingsandjoiningmaterialsasrequiredcompleteas perdirectionofEngineer-in-charge.(Paymentwillbe made on the centre line measurement of the total pipe line including all specials. No seperate payment will be made for accessories, specials etc.)B.For concealed Work20 mm dia
133	25 mm dia
134	A. For exposed work,( II) SDR 11/PN- 10 PIPE50MM (outer dia
135	Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length75 mm
136	110 mm
137	(B) Fittings (a) 75 mm dia.Bend 87.5 °
138	(a) 75 mm dia.Plain Tee
139	(a) 75 mm dia.Door Tee
140	(a) 75 mm dia.Door Bend (T.S)
141	Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity
142	Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989 / 2009and I.S. 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (a) With valamoid joints including sealing with sand cement morter (4:1) upto quarter depth.(ii) 100 mm dia. (internal)
143	Supplying, fitting & fixing Cast iron single branch equal with door conforming to I.S. 1729/2002 including joining and painting two coats to the exposed surface with approved paint complete.(a) With valamoid joints including sealing the top with cement mortar (4:1(ii) 100 mm dia.
144	Supplying, fitting & fixing Cast iron double branch equal with door conforming to I.S. 1729/2002 including jointing and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately). (a) With valamoid joints including sealing the top with cement mortar (4:1)(ii) 100 mm dia.
145	Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) For septic tank1 MT load bearing capacity round manhole cover provided with two lifter hook with matching frame of sizeCover: 450 mm X 40 mmFrame: 540 mm X 80 mm opening: 360mmWeight: 34 Kg. (approx)
146	(v) 12 MT load bearing capacity round manhole cover provided with twolifter hooks fitted with matching frame of sizeeach 2948.00Cover: 550 mm X 75 mmFrame: 650mm X 135 mmopening: 475mmWeight: 100 kg (approx)
147	Constructing Inspection pit ofinside measurement 600mmX600mmXupto600mm(depth)with250mm thick1st.classbrickworkin cementmortar(1:4)on all sides,bottomofthepitconsistingof100mmthick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster toinsidewallsandout-sidewallsuptoG.L.and20 mm.thick(1:4)plastertobottomofthepit,providing necessary invert with cement concrete (1:3:6) with stone chipsasperdirection,neatcementfinishingtoentire internalsurfaces,topofthepitcoveredwith100mm thickR.C.C.slab (1:1.5:3)with stonechipsand necessaryreinforcementsupto1%andshuttering including 6 mmthickcement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manholecoverofapprovedmakesupplied,fittedand fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work completeinallrespect withallcosts oflabourand materials.With Pakur variety. (SAIL/TATA/RINL) (SAIL/TATA/RINL)
148	Constructionofcircularsoakwell2.5metredeepinall typesofsandysoilswithdrybrickworkupto1.6metre fromthebottomhaving150mmintermediatecement brickwork(1:4)bandallroundandcementbrickwork (1:4)upto 0.90 metrefromtop with 20mmthick cement plastering(1:4)toinsidefaceuptothedepthofcement brickwork,15mmthickcementplaster(1:4)onouter facefromtopofthewelluptoG.L.and6mmthick cementplaster(1:4)ontopoftheR.C.C.coverslab includingfillingbottom1.00metreofinsideofthewell with brick metal (50 mm to 63 mm size) including R.C.C. coverslabof100mmthickwithcementconc(1:1.5:3) with stone chips with necessary reinforcement and shutteringincludingone560mmdia.R.C.C.manhole cover (heavy type)of approved make supplied, fitted and fixedinthecoverslabwithnecessaryfittings,making nacessaryarrangementsforpipeconnections, excavationof well includingshoring, dewateringand removingtheexessearthfromthepremisesasper directioncompleteinallrespectwithall costsoflabour and materials. With 250 mm thick dry brick work and 250 mmthick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL)
149	Construction of septic tank of different capacities as per approveddrawingwith1stclassbrickworkincement mortar(1:4)including two 560 mmdia. R.C.C. manhole cover(heavytype)of approvedmakesupplied,fittedand fixedinthe100mmthickR.C.C(1:1.5:3)topslabwith necessary fittings, 20mm thick cement plaster (4 : 1) with neatcementfinishtotheinternalsurfacesand15mm thick cement plaster (4 : 1) to outside wall upto 200 mm belowG.Lfloorfinishedwith25mmthickgreyartificial stoneover100mmthickR.C.C(1:1.5:3)bottomslab including supplying, fitting andfixing all necessry specials,fittings,S.W.tees,C.I.footrestetc.including excavationearthinallsortsofsoil,shoring,bailingout and pumping out water as necessary, ramming, dressing thebedandfefillingthesidesofthetankswithearth, removingspoils, filling up the chamberwith clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approveddrawingandconnectingallnecessarypipes, jointsetc.withinternalplasterworkandartificialstone flooringistobedonewithadmixtureofwaterproofing compound @ 0.5% by weight of cement with all costs of labourandmaterials.Note:-(i)FinishedlevelofSeptic Tank should be 400 mm.fromGround Level. (ii) Height of 50 mm.Ventilation pipe &Mosquito proof mesh, should befollwedasperIS:2470,Part-I.Paymentwillbemade separetly on the basis of actual height based on relevant I.S.Code.
150	CONCRETE PAVEMENT FOR INTERNAL CONNECTION WITH NEW TRAINING CENTRE
151	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
152	(A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
153	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
154	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes
155	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
156	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereo
157	Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paverblock only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately] (b) 50 mm thick interlocking designer concrete paver block M-30grade ... cost of base course & subgrade preparation.) (ii) Coloured Decorative
158	PLINTH PROTECTION & SURFACE DRAIN OF NEW TRAINING CENTRE
159	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
160	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
161	(A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
162	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
163	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
164	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes
165	Brick work with 1st class bricks in cement mortar (1:4)
166	Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
167	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
168	Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
169	RE-EXCAVATION OF POND
170	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (I) By Manual Meansa) In area of non-thorny jungle
171	Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .II. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity).(ii) Depth 3 m to 6 m, (i) With pumping out water
172	BOUNDARY WALL
173	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
174	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. DEPTH UPTO 1.5MTotal Excavation at UPTO 1.5 LVL
175	DEPTH FROM 1.5M-3MTotal Excavation at 1.5M TO 3M LVL
176	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation
177	(A) Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sandTOTAL SAND FILLING
178	(d)Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
179	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
180	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
181	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
182	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture]M 30 Grade
183	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4 m (Tor steel/Mild Steel)(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL.Ground floorFoundation
184	Panel
185	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereo(f) 25 mm to 30 mm shuttering without staging in foundation
186	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
187	Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as \"C\" clips, R.B.T clips etc.)
188	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than22.5 Kg./m
189	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.IN GROUND FLOORBoundary Wall
190	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.In Ground floor (Two Coat) Premium 100% Acrylic Emulsion
191	a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
192	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white)
193	PILING IN POND EMBANKMENT
194	Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.i) 150 mm dia piling @ 350mm c/c
195	Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.100 mm dia
196	Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.i) 150 mm dia pile driving labour
197	Coal tarring on wooden surfaces including cost of materials
198	Labour for fitting and fixing 10 cm. to 13 cm.diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
199	Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as perdirection.
200	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m.
201	WATCHER SHED
202	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
203	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. DEPTH UPTO 1.5MTotal Excavation at UPTO 1.5 LVL
204	DEPTH FROM 1.5M-3MTotal Excavation at 1.5M TO 3M LVL
205	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
206	(A) Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
207	(d)Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
208	(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
209	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
210	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.FOUNDATION
211	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Ground Floor
212	first floor
213	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4 m (Tor steel/Mild Steel)(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL.Ground floorFOUNDATION
214	beam
215	Column
216	SLAB
217	1st FloorColumn
218	Beam
219	SLAB
220	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereo(f) 25 mm to 30 mm shuttering without staging in foundationBelow the ground floor
221	c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workFROM G.L TO FIRST FLOOR
222	FIRST FLOOR(d) Extra for works beyond the roof of ground floor per additional floor(i) upto 4th (per floor) and in basement.
223	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
224	40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section \"C\" ]
225	Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floorFoundation and plinth
226	Brick work with 1st class bricks in cement mortar (1:6)GROUND FLOOR
227	1st floor
228	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) parapet wall (2ND floor)
229	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary .[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(a) 25 mm thick plasterMain Building (ground floor)Outside Plaster
230	Main Building (1ST floor)Outside Plaster
231	(ii) With 1:4 cement mortar(c) 15 mm thick plasterGround floorInside Plaster
232	1ST floorInside Plaster
233	(ii) With 1:3 cement mortar(c) 10 mm thick plasterMain Building (ground floor)CEILING area
234	1ST floorCEILING area
235	Labour for Chipping of concrete surface before taking up Plastering workGround floor
236	Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. (a) In ground floor.
237	Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : LocalWooden Frame WorkGround Floor
238	First floor
239	Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)40mm X 6mm, 200mm Length.
240	Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm, (a) Ordinary Teak Wood. (b) Ordinary teak woodGround Floor
241	First floor
242	Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screw.225mm long x 10mm dia. bolt.
243	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.100mm. X 58mm. X 1.90mm.for Oxidised Fittings).
244	Anodised aliminium D-type handle of approvedquality manufactured from extruded sectionconforming to I.S. specification (I.S. 230/72) fittedand fixed complete.With continuous plate base(Hexagonal / Round rod)125 mm grip x 12 mm diarod.
245	b)Supplying \"Godrej\" mortice lock chromium plated with keys 6levers including fitting & fixing complete.
246	Supplying, fitting and fixing clear visioned, Insulated Double Glazed two track sliding Aluminium window (U-value < 3.2W/m 2 K) made up with 6 mm thick toughened glass (wt > 15kg/m 2 ) with 12 mm air gap in between, containing perforated Al/ structural foam spacer filled with moisture absorbant dessicant at all sides duly sealed with primary sealant (polyisobutylene) and affixed inside multi cellular/ multi chember profiles of required section made of Alluminium alloy extrusions conforming to IS:733-1983 and IS:1285 - 2002 annodised/powder coated with (required film thickness and specified colour /natural) matt finished conforming to IS: 1868-2006/ IS: 13871-2002 measured as per IS:6012-1992, and sealed appropriately with secondary (polysulphide/silicon) sealant all junctions complete in all respect as per direction and satisfaction of Engineer-in-Charge including all incidental charges. (Payment shall be made on finished size of Aluminium window including frame.)Building
247	Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized(with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work).a) 2- track sliding windowi) Bottom frameii) Top and side frame. Ground Floor/first floorBOTTOM FRAME
248	TOP SIDE FRAME
249	(a) M.S.or W.I. Ornamental grill of approveddesign joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
250	Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
251	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(ii) 50mm. X 40mm. X 2.5mm.
252	Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brand conforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. using polymerised adhesive of 6mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course and joints grouted with admixture of white epoxy grout materials of approved brand including spacer -2mm as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete as per direction of Engineerin-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick)Ground floor
253	1ST floor
254	Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)(a) Two CoatIN GROUND FLOOR
255	IN 1ST FLOOR
256	Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.(a) Two Coati) Water based interior grade Acrylic PrimerIN GROUND FLOOR
257	IN 1ST FLOOR
258	Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty(to be done under specific instruction of Superintending Engineer) :.Two Coats
259	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.IN GROUND FLOOR(a) Two coatMain Building
260	IN 1ST FLOOR
261	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer
262	(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Ground FloorFrame
263	First floor
264	a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor/first floor/2nd floor/ 3rd/4th floor
265	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) Two CoatIN GROUND FLOOR+1st+2nd+3rd+4th+5th floor
266	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white) Ground Floor/first floor/2nd floor/ 3rd/4th floor
267	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
268	CCTV WITH CAMERA FOR SURVEILLANCE
269	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. FOR POSTFor Foundation
270	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation
271	(A) Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sandFOUNDATION
272	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
273	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
274	a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
275	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white)
276	CCTV CAMERA Installation(detail shedule would be provided during work execution)
277	MONITOR and Other Unit Installation(detail shedule would be provided during work execution)
278	ELECTRIFICATION FOR CCTV CAMERA (detail shedule would be provided during work execution)
279	CONTROL ROOM
280	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
281	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. DEPTH UPTO 1.5M
282	DEPTH FROM 1.5M-3M
283	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
284	(A) Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
285	(d)Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
286	(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
287	Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer\"s specification for water proofing layer in water tank etc. (No Departmental Cement is required) for toilet floor & walls.
288	Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer\"s specified rate) for concrete of various grades
289	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
290	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
291	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 25 GradeGROUND FLOOR LEVEL TOTAL RCC
292	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4 m (Tor steel/Mild Steel)(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL.Ground floorFoundation to ground floor roofFOUNDATION
293	COLUMN & PEDESTAL
294	Beam & Stair
295	Slab Lintel Chajja
296	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereo(f) 25 mm to 30 mm shuttering without staging in foundationTOTAL SHUTTERING BELOW THE G.L
297	c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workGROUND FLOOR LEVEL TOTAL SHUTTERING
298	Supplying and laying polythene Sheet (150gm /msq.m ) over damp proof course or below flooring or roof terracing or in foundation or in fondation trenchs.
299	40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section \"C\" ]
300	Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floor
301	Brick work with 1st class bricks in cement mortar (1:6)GROUND FLOOR
302	1st floor
303	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) GROUND FLOOR
304	Extra for using approved H.B netting in every third layer in 16 & 17 of subhead A above in any floor (a) In ground floor.
305	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary .[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(a) 25 mm thick plasterMain Building (ground floor)
306	Main Building (1ST floor)
307	(ii) With 1:4 cement mortar(c) 15 mm thick plasterGround floor
308	(ii) With 1:3 cement mortar(c) 10 mm thick plasterMain Building (ground floor)
309	Labour for Chipping of concrete surface before taking up Plastering workGround floor
310	Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.(a) In ground floor.
311	Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : Local
312	Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)40mm X 6mm, 200mm Length.
313	Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixingthe shutters in position but excluding the cost of hinges and other fittings inground floor:(a) 35mm thick shutters (single leaf)
314	Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria.(i) 32 mm thickIn ground floor.
315	Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screw.225mm long x 10mm dia. bolt.
316	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.100mm. X 58mm. X 1.90mm.for Oxidised Fittings).
317	Anodised aliminium D-type handle of approvedquality manufactured from extruded sectionconforming to I.S. specification (I.S. 230/72) fittedand fixed complete.With continuous plate base(Hexagonal / Round rod)125 mm grip x 12 mm diarod.
318	b)Supplying \"Godrej\" mortice lock chromium plated with keys 6levers including fitting & fixing complete.
319	Providing and fixing of factory made uPVC Sliding window (White Colour)complete, (U value=1.9-1.3 W/m 2 K, flame resistant, self extinguishing, lead free) comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm (±0.2 mm) duly reinforced with G.I. section 1.6 mm (±0.2 mm), wherever required. All corners of frame and sash will be fusion welded. After placing 5 mm Clear Annealed glass in the sash, uPVC glazing bead, interlock, EPDM gasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided. Window frame will be fixed to the wall with 100mm long and 8mm dia. Fasteners and after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per as per approved drawing & direction of Engineer-In-Charge. (Note: Profile manufacturer & Window Manufacturer must be one & same, Only manufacturer Waranty is aceptable)a) 2 Track 2 Sash window frame of size 67 x 54 mm & Sash of size 64 x 47 mm both having wall thickness of 2.3 ± 0.2 mm
320	d) Extra for providing & fixing insulated 20 mm double glazed unit with 8 mm Air Gap (6 mm Toughened glass + 8 mm spacer + 6 mm Toughened glass) made with 2 no’s of toughened glass of 6 mm (wt > 15kg/sq.mtr.) in lieu of single 5 mm Clear Annealed glass. including providing EPDM gasket, perforated aluminum spacer filled with moisture absorbant dessicant at all sides duly sealed with primary sealant (butylene) (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete in all respect as per direction of Engineer - in- Charge.
321	Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
322	(a) M.S.or W.I. Ornamental grill of approveddesign joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
323	Supplying, fitting and fixing Stainless Steel railing consist of 38mmdia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontalStrainless steel pipe and base/cover plate with Strainless SteelGRADE 304 containing 7.5% nickle (Interior Grade)Brushed/Matfinish, complete as per direction of the Engineer-in-charge.Weight of Strainless Steel railing per metre 6.5 Kg (approx)
324	Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
325	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(ii) 50mm. X 40mm. X 2.5mm.
326	Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.a) 25 mm thick Tiles as per IS: 1237-2012 for footpath,ramp,staircase of public building(over 25 mm thick (Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m at back side of Block.
327	Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete.In ground floor(b) Area of each Granite slab 0.6 to 1.0 Square meter.
328	Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brand conforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. using polymerised adhesive of 6mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course and joints grouted with admixture of white epoxy grout materials of approved brand including spacer -2mm as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete as per direction of Engineerin-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick)
329	Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr\"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).Ground floor
330	Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.b) Area of each tile above 0.09 Sq.m(i) Coloured decorativeGround floor
331	Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.
332	Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)(a) Two CoatIN GROUND FLOOR
333	IN 1ST FLOOR
334	Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.(a) Two Coati) Water based interior grade Acrylic PrimerIN GROUND FLOOR
335	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.IN GROUND FLOOR(a) Two coat
336	Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty(to be done under specific instruction of Superintending Engineer) :.Two Coats
337	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer
338	(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Ground Floor
339	a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor
340	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) Two Coat
341	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white)
342	Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m a) In ground floor including roof
343	Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m. a) In ground floor including roof(a) upto 150 mm. thick
344	ELECTRICAL COST for Control Room(Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
345	FIRE FIGHTING for Control Room (Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
346	SANITARY COST for Control Room (Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
347	PLINTH PROTECTION for Control Room (Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
348	Submersible Pump(Execution have to be done as perWork Shedule, which Will be Provided by the E.I.C. Before Execution)
349	Sub Total
350	GST 18%
351	CESS 1%

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Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25, 24 Paraganas North-West Bengal

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Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25, 24 Paraganas North-West Bengal

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