Zilla Parishad Tender

SECTION - A (II), ITEM NO. - 19(II), PAGE NO. - 13 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (i) 40 mm dia.

SECTION - C (II), ITEM NO. - 5, PAGE NO. - 104 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Supply of G.I. reducing socket with I.S.I. mark. (iv) 40 mm

SECTION - C (II), ITEM NO. - 4, PAGE NO. - 104 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Supply of G.I. plug (v) 40 mm

SECTION - A (II), ITEM NO. - 35, PAGE NO. - 22 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Labour for fitting and fixing G.I. specials including cost of jointing materials (a) Plug. (ii) Above 25 mm upto 50 mm dia. (b) Socket, Reducing socket, Bend, Plain equal elbow, Reducing elbow, Nipple, Short piece.(ii) Above 25 mm upto 50 mm dia.

SECTION - A (II), ITEM NO. - 2, PAGE NO. - 3 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials, jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paintcomplete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)

SECTION - A (VI), ITEM NO. - 25, PAGE NO. - 56 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.

SECTION - A (VI), ITEM NO. - 20, PAGE NO. - 55 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.

SECTION - A (VI), ITEM NO. - 14, PAGE NO. - 54 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 Supplying, fitting and fixing popular Maya pump no-6 or similar. (i) For 40 mm dia. tube well

SECTION - A (VI), ITEM NO. - 14, PAGE NO. - 54 SCHEDULE OF RATES, P.W.D.(W.B.) FOR SANITARY & PLUMBING WORKS (VOLUME. - II) WITH EFFECT FROM 01.11.2017 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.

PART B - CIVIL WORKS

SECTION - 1 (A), ITEM NO. - 2, PAGE NO. - 1 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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 thebottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

SECTION - 1(C), ITEM NO. - 1,PAGE NO. - 1 3RD CORRIGENDA & ADDENDA PUBLISHED ON 04.06.2018 OVER SECTION - 1(C), ITEM NO. - 14,PAGE NO. - 1 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

SECTION - 1 (C), ITEM NO - 27, PAGE NO. - 10 3RD CORRIGENDA & ADDENDA PUBLISHED ON 04.06.2018 OVER SECTION - 1 (C), ITEM NO. - 4,PAGE NO. - 24 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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

SECTION - 1 (C), ITEM NO - 36, PAGE NO. - 42 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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 withrequired 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) (f) 25 mm to 30 mm shuttering without staging in foundation

SECTION - 1 (C), ITEM NO - 38, PAGE NO. - 43 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.(only the area in contact with concrete to be measured)

SECTION - 1 (C), ITEM. NO. - 1, PAGE NO. - 1 3RD CORRIGENDA & ADDENDA PUBLISHED ON 22.01.2020 OVER SECTION - 1 (C), ITEM. NO. - 40, PAGE NO. - 43 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (ifnecessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL

SECTION - 1 (C), ITEM. NO. - 3, PAGE NO. - 1 3RD ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 04.06.2018 OVER SECTION - 1 (C), ITEM. NO. - 7,PAGE NO. - 15 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

SECTION - 1 (S), ITEM. NO. - 1,PAGE NO. - 61 3RD. ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 04.06.2018 OVER SECTION - 1 (S), ITEM NO - 1, PAGE NO. - 251 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Digging earth in any soil including mixed soil but excluding moorum, laterite sand stone or any other hard stone including spreading or stacking the spoils within a lead of 75 metres as directed bailing out water upto 1 metre depth, shoring etc., when and if required and back filling with fine sand (including cost of sand) on completion of steining works. A) R.C.C. Ring Well i) 1.2 metre diameter of digging for 0.9 metre internal diameter of well ring.a) Upto 3 metre below G.L. a) Upto 3 metre below G.L.

SECTION - 1 (S), ITEM. NO. - 2, PAGE NO. - 71 3RD. ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 04.06.2018 OVER SECTION - 1 (S), ITEM NO - 2, PAGE NO. - 256 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80% reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. a) 65 mm thick and 0.9 metre internal dia

SECTION - 1(D), ITEM NO. - 4,PAGE NO. - 22 3RD CORRIGENDA & ADDENDA PUBLISHED ON 04.06.2018 OVER SECTION - 1(D), ITEM NO. - 6,PAGE NO. - 48 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 30.08.2018 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 @ 1.75kg/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

SECTION - 1 (I), ITEM. NO. - 1,PAGE NO. - 49 3RD ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 04.06.2018 OVER SECTION - 1 (I), ITEM. NO. - 1, PAGE NO. - 189 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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 plaster

SECTION - I, ITEM NO. - 15, PAGE NO. - 192 SCHEDULE OF RATES, P.W.D.(W.B.) BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m

SECTION - 1 (F), ITEM. NO. - 3, PAGE NO. - 85 3RD ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 04.06.2018 OVER SECTION - 1 (F), ITEM. NO. - 2A, PAGE NO. - 101 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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.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 byadding the actual weight of such items with weight of finished structural members. i) For roof truss works i) For trusses spanning up to 12.00 m

SECTION - 1 (E), SL. NO. - 1 10TH ADDENDA & CORRIGENDA, DATE OF PUBLISHING: 22.01.2020 OVER SECTION - 1 (E), ITEM. NO. - 14, PAGE NO. - 82 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, LABOURS AND MATERIALS (VOLUME. - I) WITH EFFECT FROM 01.11.2017 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 ofapproved make as per IS: 15965: 2012 and IS: 14246: 2013 (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

SECTION - 1(J), ITEM NO. - 8,PAGE NO. - 196 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 30.08.2018 Galvanised plain sheet works (excluding supporting framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete. (b) In wall: with 0.63 mm. sheets.

SECTION - 1(J), ITEM NO. - 8,PAGE NO. - 196 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 30.08.2018 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: (b) Two Coats

SECTION - 1(J), ITEM NO. - 17,PAGE NO. - 197 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 30.08.2018 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. In Ground floor (Two Coat) a) Normal Acrylic Emulsion

SECTION - 1(K), ITEM NO. - 1(b),PAGE NO. - 200 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 01.11.2017 (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.

SECTION - 1(K), ITEM NO. - 1(b),PAGE NO. - 200 SCHEDULE OF RATES, P.W.D.(W.B.) FOR BUILDING WORKS, MATERIALS & LABOUR (VOLUME. - III) WITH EFFECT FROM 01.11.2017 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)

CHAPTER - 8, ITEM NO. - 8.07,PAGE NO. - 270 SCHEDULE OF RATES, P.W.D.(W.B.) ROAD & BRIDGE WORKS (VOLUME. - III) WITH EFFECT FROM 30.08.2018 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Display making by painting stencil lettering over display board

Add G.S.T. 18% (C.G.S.T. @ 9% and S.G.S.T. @ 9%)

Add Labour Cess @ 1%