Zilla Parishad Tender

Item No.-4[Page-2, It No. -4.(a)(A) Filling in foundation or plinth by silver 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)

[ Page-14, It No. -01]/Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

PAGE-34 & 35;ITEM-22(II)(a)(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.In ground floor (a) 1:3:6 proportion

[P-26, It.-10.(i)]/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.

[P-44, It.-40]/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 and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel II. Other than SAIL/TATA/RINL

[P-43, It.-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) (f) 25 mm to 30 mm shuttering without staging in foundation

[P-42, It.-36]/(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.

( P-15, It.-7.)/Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

( P-16, It.-16.)/125mm. thick Brick work with 1st. class bricks in cement mortar(4:1) in ground floor ( P-16, It.-16.)

PAGE-189;ITEM-1/ 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] i) with (6:1) cement mortor. c) 15 mm thick plaster

Page-78(Building)/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.

Page-79(Building)/Supplying 1.5mm thick M.S. sheet fitted and fixed on front 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.

Page-64, It No. -35-B (a)-i]/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 aterials etc. A) Floor. With Sand Cement Mortar (1:4) 20 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 (ii) Other than Coloured decorative including white

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. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative

PAGE-192;ITEM-15 /Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

PAGE-194;ITEM-1/ Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.: In Ground floor: (c) Two coats.

Submersible pump (Sanitary Items) with Solar PAGE-49:ITEM-1(C)/ 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.

40 mm DIA BORRING

PAGE-52:ITEM-6(i)/ Supplying high density polythene strainer of approved make with adopter conforming to I.S.12818 specifications.

PAGE-13:ITEM-19(iii)/ 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). 40 mm dia

PAGE-14:ITEM-19(iii ) 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). 80 mm dia LM

PAGE-54:ITEM-18/Supplying, fitting and fixing G.I. cap at top (i)100 mm dia

PAGE-55:ITEM-24/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.

PAGE-12:ITEM-19(I)/Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes I) 25 MM DIA BORING ETC

II) 20 MM DIA

PAGE-7:ITEM-8 (a)/Supplying, fitting and fixing push cock of heavy quality and of approved make and brand. (a) Cast iron (i) 15 mm

PAGE-35:ITEM-2(Z)/ Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80) 25 mm dia.

PAGE-18:ITEM-19(iii )(L)/ Reducing socket 80mm X 40mm dia

PAGE-37:ITEM-6(c)/ Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer

Supplying fitting fixing 1HP Submersible Pump with Solar Pump Controller etc. approved brand as per EIC. LM

Solar Panel 335 Wp (335*3) approved Brand (25 Years)(Ankar, luminour, TATA,etc)LM

On-Off Auto Censer Device LM

Cable with Others (Mcb, Jack, Lace) LM

Supplying fitting fixing 6mm 2 Core aluminium wire for Submersible Pump RATE TAKEN FROM LM

Installation charge Solar LM

Mounting GI Structure. LM

Additional cost for connection & Box with Key fittings. LS

Sypply and Installation of PURIFIER SYSTEM (MODEL:- WAMAX,CAPACITY 400 LPH). Specification :- 5 stage Filtration 1. Filter - 3 nos jambo , 2.Vessel Size- 01 nos (13" x 54") filled with Sand and Active Carbon, and 01 nos of (8" x 13") filled with MNO2 ) (Quatation Rate)

Steel Display Board, Marble Name Plate with 3 Nos. Photo.

Counstruction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 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 20 mm thick cement plastering (1:4) to inside face upto to the depth of cement brick work, 15 mm 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 chipes 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 fitting, making nacessary arrangements for pipe connections, excavation of well including soring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and material. With 250 mm thick dry brick work and 250 mm thick cement brick work ( 1:6) and 1.00 m inside dia. ( Other than SAIL/TATA/RINL)

Add GST 18% =

Add Labour welfare cess @1%