Zilla Parishad Tender

Supply of PVC pipes & fittings,Schedule-80 (Medium Duty) conforming to ASTM-D 1785,and threaded to match with GI Pipes as per IS: 1239 (Pt-1) (i) 40mm dia.

(ii) 100mm dia.

Supply of High density polythene strainer of approved make with adopter conforming to IS Specification (ii) 40mm dia

Supplying, fitting & fixing 100 x 40 mm P.V.C Reducing socket. (Heavy type)

Supplying, fitting & fixing steel cutter piece upto 450 mm long with socket. (i) 40 mm

Supplying, fitting & fixing 40mm dia. plug of approved make conforming to IS Specifications.(i) 40 mm dia.

e) Supplying of solvent cement

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.

Water sample collection and chemical test including Arsenic Test

Page no-1, Item no-2(a) 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.

Page no.-1,Item no.-3(a) 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)

Page no-14,Item no-1(3rd corr.)Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand

Page no-23, Item no-1(a).(3rd Corr.)Cement concrete with graded jhama khoa (30mm. size) excluding shuttering. In ground floor and foundation. a) 6 : 3 : 1 proportion

Page no-27, Item no- 12 Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works.25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge. , a) in ground floor

Page no -26, Item no-10(a).(3rd corr) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, a) in ground floor

Page no-230, Item no-5/(I)(10th cirri) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. Tor steel/Mild steel, other than TATA/RINL (As per analysis enclosed) (Weight of concrete 7850 kg/cum)

Page no-15, Item no-7(b), (3rd corri) 250mm th. Brick work with 1st class bricks in cement mortar (6:1), a) in Fdn. & Plinth

Page no-16, Item no-16, (3rd corri) 125 mm. thick brick work with 1st class bricks in cement mortar ( 4 : 1 ), a) in ground floor.

Page- 66 , Item No.- 36 (I) (A) (3rd. Corr.) Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./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) (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment, (A) Deep Colour & White

Page no-164, Item no-1(ii), (3rd corri) Plaster 10mm th (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and

Page no-192, Item no-15, Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.

Item No 4 Page 89 of 124 7th Corrigenda Vol-II Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work up to 1.6 metre from the bottom having 150 mm intermediate cement brick work(1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L.and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.( Other than TATA)

Item No 21 A ii Page 213 of 315 Vol-I Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails( 110 mm)(Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.) 110 mm. Dia.

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer. a) 2000 liter capacity

Labour for hoisting plastic water storage tank. (i) Above 1500 liter up to 5000 liter capacity Up to 1st story from G.L.

Labour for punching hole in plastic water storage tank up to 50 mm dia

Tank connecting nipple 25 mm dia

Ball Valve 25 mm dia.

Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 CPVC Pipes Class-2,SDR-13.5, 25 mm Dia

CPVC Pipes Class-2,SDR-13.5, 15 mm Dia.

Female Tee ((Brass threaded) 15 mm dia

PTMT Push Cock 15 mm (Female thread) ( Prayag or equivalent)

Supplying, fitting and fixing C.P. Wall Flange

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 completeThe 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. For other Structural works like galleries etc. 50 X 50 X 4MM (SHS) SQUARE STEEL HOLLOW SECTION (5.72 KG/M) for main bottom Vertical stand &outer supportof tank base

(C)Sub mersable solar pump

Add 18% GST

Add 1% LC