Tender For Beautification Of Fiza Uddyan At Kundughat Nikaripara In Ward No 04 Under Cmc - 1 Page No; 268; Item No; 19, Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) 2 Page No; 237; Item No; 3.16(a), Box cutting or filling in Road embankment in all sorts ofsoil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction andsatisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. 3 Page No; 1; Item No; 2(a), Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimmingthe sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. 4 Page No; 1; Item No; 3©(iv),Earth work in filling in foundation trenches or plinthwith 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) (iv) With carried earth arranged by the contractorwithin a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. 5 (a) With earth obtained from excavation of foundation. 6 Page No; 2; Item No; 4(B) , Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (Fine) 7 Page No; 14; Item No; 1 , Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling joints with local sand. 8 Page No; 23; Item No; 1(a) , Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion 9 Page No; 15; Item No; 7(a)(b), Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth. 10 (b) In superstructure, ground floor 11 Page No; 16; Item No; 16 ,125 mm. thick brick work with 1st class bricks in cementmortar (1:4) in ground floor. 12 Page No; 47; Item No; 1 , 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] 13 Page No; 189; Item No; 1(ii)(a)(b)(c) , Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:6 cement mortar.(b) 20 mm thick plaster. 14 (ii) With 1:4 cement mortar. (b) 15 mm thick plaster. 15 (ii) With 1:4 cement mortar. (c) 10 mm thick plaster. 16 Page No; 192; Item No; 15 , Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE: Cement 0.152 cu.m per100 sq.m. 17 Page No; 40; Item No; 3(iii) , Artificial stone in floor, dado, staircase etc with cementconcrete (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) includingsmooth finishing and rounding off corners including raking out joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).Using grey cement. (iii) 35 mm. thick 18 Page No; 42; Item No; 36 , Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with requiredbracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 19 Page No; 43; Item No; 40(a)(1) , 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. (a) For works in foundation, basement and upto roof of groundfloor/upto 4 m (i) Tor steel/Mild SteelI. SAIL/ TATA/RINL 20 Page No; 26; Item No; 10(i) , Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety. 21 Page No; 117; Item No; 1(i)(a) , Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting andfixing the same in position but excluding the cost of hinge and other fittings. In ground floor. 22 Page No; 103; Item No; 7(ii)(a) , Supplying, fitting, fixing bolts with nuts, Washer: (ii) 20 to 25mm dia bolt: (a) Lenth up to 75mm dia: 23 Page No; 57; Item No; 26 , Supplying& laying 20 mm designer chequered tiles of anyshade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by theDepartment. Border concrete if necessary to be paid separately]. 24 Page No; 64; Item No; 35 , Supplying, fitting & fixing 1st quality Ceramic tiles in wallsand 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. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative 25 Page No; 293; Item No; 21 , Supplying, fitting and fixing clear visioned, Insulated double glazed two track sliding Aluminium window (U-value <3.2W/m 2K) made up with 6mm thick toughened glass (wt> 15kg/m2) with 12mm air gap in between, containing perforated AI/ structural foam saacer 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/power 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) 26 Page No; 115; Item No; 2 , (A) Supplying fitting and fixing door frame with M.S. angle as per drawing & direction of required section.The holes for counter sunk machine screw & nuts will be such as to fit 8 to10 mm Iron screw. The counter sunk nut to be welded . The nuts are to be welded after careful checking with screw.Allwelding spots should be properly filed or rounded smooth including cost of welding hinges for hinge cleats , lugs forhasp bolt, socket bolt etc. and necessary M.S. clamps of 25mm x 6mm flat 225mm long as per direction welded to the frame fitted and fixed in position excluding cost of concrete. 27 Page No; 104; Item No; 13(a)(ii) , (a) M.S.or W.I. Ornamental grill of approved design 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. (ii) Grill weighing above 16 Kg./sq.mtr and above 28 Page No; 105; Item No; 15 , Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. 29 Page No; 99; Item No; 1(lll) , 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-inchargecomplete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming toIS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all toolsand plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structuralmembers only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finishedstructal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer InCharge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.III) For built up sections / srtuctural members of specified sectionsweighing not less than 22.5 Kg./m. (75 X 75, 4mm thick, weight= 6.75kg/m) square Hollw pipe 30 Page No; 101; Item No; 2(i)(b), M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected toone another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes ofapproved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss works.b) Span beyond 12 Mtr and up to 20.00 Mtr. 31 Page No; 82; Item No; 14(i)(a), 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 approvedmake (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). (i) In Roof:- a) With 0.5 mm thick sheet 32 Page No; 222; Item No; ii(a),Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete.(ii) 12 mm. dia.(a) 200 mm. 33 Page No; 146; Item No; 24, Supplying of UPVC pipes & fittings conforming to IS: 13592-1992……..(A) (i) Single socketed 3 meter length. 110mm dia. 34 B) UPVC Fittings: C) Bend 87.5 degree (iii) 110mm. Dia. 35 Page No; 260; Item No;7, Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree. 36 Page No; 200; Item No;1, (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces bysand papering etc. 37 Page No; 200; Item No;2(A)b(iv) (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 :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) 38 Page No; 196; Item No; 8(b),Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receivedecorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as perdirection of the EIC. In Ground Floor: (b) Two Coats 39 Page No; 200; Item No; 2(A)(a)(iv)(b)(iv),(A) Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface :(iv) Two coats (with any shade except white) 40 Add9% CGST 41 Add9% SGST 42 Add 1% labour cess
