Tender For Integrated office Building (G+3)atTemple Street Near Sahitya Sabha CoochBehar( Balance work Civil part).- 1 LIFT ROOM & MUMTY ROOM: 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 (i) Pakur Variety 2 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 3 (e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) 4 Reinforcement for reinforced concrete work inall sorts of structures includingdistributionbars,stirrups,bindersetcinitialstraighteningand removal of loose rust (if necessary), cutting to requisite length, hooking and bendingtocorrectshape,placinginproperpositionandbindingwith16 gaugeblackannealedwireateveryintersection,completeasperdrawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel I.SAIL/ TATA/RINL 5 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm 6 B) UPVC Fittings: x) Bend 45º (b) 110 mm 7 x) Bend 87.5º (b) 110 mm 8 xvi) Pipe Clip (b) 110 mm 9 TUBEWELL:Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. 10 Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore(e) For depth upto 150 metre for 80 mm dia. tube well wuth top enlargement of 150 mm dia. (i) 80 mm dia. boring etc. 11 (ii) 150 mm dia. boring etc. top enlargement 12 Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (iii) 80 mm dia. 13 Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(A) PVC Pipes(Dia):50 mm 14 80 mm 15 150 mm 16 Nipple (300 mm long) (Dia) 150 mm 17 End Plug100 mm 18 Reducing Socket (mm X mm)150 X 80 19 150 X 50 20 Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water. 21 Providing 200 mm centre guide. 22 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction 23 supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. (vi) 50 mm 24 Supplying & Installation of 1.5 HP Punmpl| |- Motor Set 415 Volt A.C. supply (Model - CORA 100 4C /10 XUMA (S) 100 1.5 H.P., KSB) for Pump No. - I1. 25 Lowering, fixing, Installation Testing| and Commissioning 415 Volt 1.5 HP| Submersible New Pump Motor - Set with40 mm dia G.l. Column Pipe by necessary arrangement like chain Pulley(Chain Block), Tripod Stand, Tools and| |Tackles upto satisfactory performance. 26 Carriage cost of 1 No. New submersiblePumpStarter with others tool & tackles including loading & unloading at theboth end. 27 Supplying and Fixing 4 Sq.mm 3 core flat| PVC covered KSB Make Copper cable for Submersible Pump - Motor Set (Pump No. - II = 110 m. Pump No. III = 52 mn) 28 Supply & fiing of L & T make MUG15| FASD Automatic Starter for 1.5HP Submersible Pump - Motor Set for Pump No. I 29 CONSTRUCTION OF BOUNDARY WALL:Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm 30 Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation. 31 Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches. 32 (II) Cement concrete with 30 mmdown graded shingles excluding shuttering. N.B. Variety In ground floor a) 1:3:6 proportion 33 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor 34 lass bricks in cement mortar (1:4) (a) In foundation and plinth 35 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 (i) Pakur Variety 36 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 37 Reinforcement for reinforced concrete work inall sorts of structures includingdistributionbars,stirrups,bindersetcinitialstraighteningand removal of loose rust (if necessary), cutting to requisite length, hooking and bendingtocorrectshape,placinginproperpositionandbindingwith16 gaugeblackannealedwireateveryintersection,completeasperdrawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel rods/HYSD/Fe 415/Fe 500/Fe 500 D (JSW/SRMB) 38 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] :(ii) With 1:4 cement mortar(b) 15 mm thick plast 39 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. 40 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 manufacturers specification and as per direction of the EIC.In Ground Floor:(b) Two Coats 41 Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers 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. In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 42 a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. 43 Supplying galvanised staples fitted and fixed complete.(b) 32.5 mm. to 37.5 mm 44 M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm) (To be used for repair works only) 45 (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. 46 (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) 47 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 48 CAR PARKING SHED:Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm 49 Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation. 50 (A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) 51 Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches. 52 (II) Cement concrete with 30 mmdown graded shingles excluding shuttering. N.B. Variety In ground floor a) 1:3:6 proportion 53 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor 54 lass bricks in cement mortar (1:4) (a) In foundation and plinth 55 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 (i) Pakur Variety 56 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 57 Reinforcement for reinforced concrete work inall sorts of structures includingdistributionbars,stirrups,bindersetcinitialstraighteningand removal of loose rust (if necessary), cutting to requisite length, hooking and bendingtocorrectshape,placinginproperpositionandbindingwith16 gaugeblackannealedwireateveryintersection,completeasperdrawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel rods/HYSD/Fe 415/Fe 500/Fe 500 D (JSW/SRMB) 58 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. 59 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. Payment to be made on the basis of calculated weight of structural members 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 finished structal 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 In Charge. 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. I) For structural members of specified sections weighing less than 22.5 Kg./m 60 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet 61 Galvanised iron sheets valley gutter with perimeter not lessthan 750 mm with 225 mm lap each way fitted and fixed withnecessary bolts, nuts, screws, etc.complete. Valley guttermade of 0.63 mm. thick sheets. (300mm End lapping) 62 (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. 63 (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) 64 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 ) 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 (ii) Coloured Decorative 65 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. (b) River bazree 66 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm 67 B)Fittings: (i) Coupler (b) 110 mm 68 x) Bend 45º (b) 110 mm 69 x) Bend 87.5º (b) 110 mm 70 xvi) Pipe Clip (b) 110 mm 71 (c)Rubber Lubricant 500 ML 72 SURROUNDING PAVER BLOCK:Construction of Sub Base using Local Materials:Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader onprepared surface, including screening the metal asnecessary, mixing by mix in place method withRotavator at OMC, and compacting with vibratory oller to achieve the desired density, lighting,guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side toprotect the edges complete as per Clause 401 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision)(iv) For Construction of Sub Base by compacting river bed materials 73 (b) 50 mm thick interlocking designer concrete paver block M30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658-2006(over 20-30 mm medium sand bed on 200mm thk boundgnaular /granular base course including cost of sand for sandbed but excluding cost of base course & subgradepreparation.) (ii) Coloured Decorative 74 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. (b) River bazree 75 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, 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 erection8 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 worksb) Span beyond 12 Mtr and up to 20.00 Mtr 76 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet 77 Aluminium sheet ridging fitted with self tapping screws,EPDM washers etc complete.(Minimum 225mm end lapping).(A) 300 mm lapping each way (b) With 0.91 mm sheet 78 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 (i) Pakur Variety 79 Reinforcement for reinforced concrete work inall sorts of structures includingdistributionbars,stirrups,bindersetcinitialstraighteningand removal of loose rust (if necessary), cutting to requisite length, hooking and bendingtocorrectshape,placinginproperpositionandbindingwith16 gaugeblackannealedwireateveryintersection,completeasperdrawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel rods/HYSD/Fe 415/Fe 500/Fe 500 D (JSW/SRMB) 80 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge 81 (B) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : (b) Two coats 82 (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. 83 (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) 84 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm 85 x) Bend 87.5º (b) 110 mm 86 xvi) Pipe Clip (b) 110 mm 87 (c)Rubber Lubricant 500 ML 88 ADD GST @ 18.00% ON SUM OFAMOUNT Sl-01 to SL-68.03 89 ADD Cess @ 1.00% ON SUM OFAMOUNT Sl-01 to SL 69
