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List of latest fullers-earth-scrap Tenders in Indian Tenders. Click on any fullers-earth-scrap Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for fullers-earth-scrap Tenders.

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State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

State Government

TRN :49054127 | 19 May, 2025

Tender Value : 0

Kashmir - Jammu And Kashmir

Tender for tender for preparation submission approval of mining plan of lime stone quarry khrew

State Government

TRN :49054310 | 19 May, 2025

Tender Value : 0

Kangra - Himachal Pradesh

Tender for tender for purchase of 1. crusher sand (per cubic foot) 2. crusher gravel (per cubic foot) 3. crusher gutka 63-90 mm (per cubic foot) 4. boulders (per cubic foot) 5. broken stone (per cubic foot) 6. brick top (per brick) 7. brick second (per brick) 8. cut stone 6, 8 inch (per stone) 9. jcb excavation work (per hour) 10. quarry sand (per cubic foot) 11. quarry gravel (per cubic foot) 12. shuttering wood (per sq. ft.) 13. shuttering iron (per sq. ft.) 14. cement carriage from sidhpur to chachian cement store and cement bag labour loading & unloading (per bag) from h.p. civil supply cooperative ltd. sidhpur.

State Government

TRN :49054544 | 15 May, 2025

Tender Value : 8.15 Lacs

Challakere - Karnataka

Tender for supply of materials for construction of rain water flood contol canal near gudda of nannivala village in challakere taluk - miscellaneous /contingencies charges,display board or cib,mr9665 spalls/blasted rubbles,tractor 40 hpp,mtk add handling , loading and unloading at 1% on material,mtk casurina poles 100 - 150 mm,mtk stone chistler class ii,mtk mason class ii (with tools),mr9725 mason class i (with tools),mr9677 mixer (concrete small used in culvert),mr9426 boulders,mr9424 bond stone 20 x 20 x 45 cm,mr9535 size stone 20 x 20 x 25 cms,mr9773 add watering charges at 1 % on material,mr9678 mixer (concrete) - 1 cum capacity,mr367 portland cement,mr982 coarse sand (zone iii),mr9431 broken stone aggregate 12 mm to 10 mm size,mr9432 broken stone aggregate 20 mm size,mr9433 broken stone aggregate 40 mm size,quarry spalls,clk rubble stones

State Government

TRN :49056761 | 15 May, 2025

Tender Value : 33.50 Lacs

Aligarh - Uttar Pradesh

Tender for tender for patch repair work on village roads of block- gangiri. - collection of 22.4-53 mm size stone ballast of approved quarry (m/c) duly stacked at site true to template, including its cartage, loading & unloading and including all taxes & royalty. required for completion of the work as per direction of engineer-in-charge. (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 2 collection of crushable type/ stone dust of approved quarry duly stacked at site trueto template,including its cartage, loading & unloading and including all taxes & royalty. required for completion of the work as per direction of engineer-in-charge. (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 3 consolidation of 22.4-53 mm size stone ballast in filling pot holes and undulation including opening out stacks, spreading in existing surface. making medhi to retain water and lead up to 200 meter and also including hire charge of road roller & its fuel charges etc.binding material as crushable type screening/stone dust and water allowance used with consolidation.required for completion of the work as per direction of engineer-in-charge. ch-20, s.i. 755 a (including cost of all material, labour, t&p, labour cess but excluding g.s.t.) 4 repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type b specificationclause 1904.2 (including cost of all material, bitumen vg-10, labour, t&p, labour cess but excluding g.s.t.)

State Government

TRN :49057365 | 15 May, 2025

Tender Value : 4.88 Lacs

Gurugram - Haryana

Tender for advance collection of material for provincial sub division no-iv, pwd bandr gurugram under provincial division, pwd bandr gurugram for the year 2025-2026 in gurugram distt . (dumped at harsaru store) -- 1 collection of coarse aggregate 53mm to 2.8mm gauge (vapsi) from any nearest approved crusher. the aggregate shall consist of crusher stone, crushed gravel / single or other stones. they shall be clean, strong, and durable or farley cubical shape and free from disintegrated pieces organic or other deleterious matters and adherent coating. the aggregate shall preferably by hydrophobic and low porosity. if hydrophobic aggregates are to be used the bitumen shall preferable be treated with anti stripping agents of approved quality in suitable doses. the aggregate shall satisfy the physical requirement. set forth in table 500-7. for purpose of payment the column a stack will be worked out as per actual measurement and the quantity will be reduced by prescribed percentage and the reduced quantity will be considered as quantity supplied for purpose of payment (mortandh specification latest edition) the size of a stack will be 2 m x 1.5 m x 35 cm. 2 collection of coarse aggregate from any nearest approved quarry shall be either crushed or broken stone. they shall be hard, durable and free from excess of flat elongated soft and disintegrated particles, dust and other objectionable matter. they shall be stacked 2mx1.5mx0.35m in size. for purpose of payment the volume of stacks will be worked out as per actual measurement and quantity will be reduced by prescribed percentage and the reduced quantity will be considered as the quantity supplied for purpose of payment (morth specification section no.404.) coarse aggregate of 53mm to 22.4 mm (g-ii) size for base course with the grading and physical requirements as per table 400.9. 3 collection of stone chipping 11.2mm gauge from any nearest approved crusher shall consist of fairly fragments of clean, hard, tough, and durable rock of uniform quality throughout. they shall be obtained crushing rock and be free of elongated of flaky pieces, soft or disintegrated material and vegetable or other deleterious matter. they shall pre-ferably be hydrophobic type and stacked in the store in big size stack as desired by the engineer-in-charge of work for purpose of payment, the volume of stacked will be worked out as per actual measurement and quantity will be reduced by 5%(five percent) and the reduced quantity will be considered as the quantity for purpose of payment (mortandh specification latest edition)

State Government

TRN :49059218 | 15 May, 2025

Tender Value : 4.94 Lacs

Pataudi - Haryana

Tender for advance collection of material for provincial sub division, pwd bandr pataudi under provincial division, pwd bandr gurugram for the year 2025-2026 in gurugram distt. (dumped at pataudi store)-- 1 collection of coarse aggregate 53mm to 2.8mm gauge (vapsi) from any nearest approved crusher. the aggregate shall consist of crusher stone, crushed gravel / single or other stones. they shall be clean, strong, and durable or farley cubical shape and free from disintegrated pieces organic or other deleterious matters and adherent coating. the aggregate shall preferably by hydrophobic and low porosity. if hydrophobic aggregates are to be used the bitumen shall preferable be treated with anti stripping agents of approved quality in suitable doses. the aggregate shall satisfy the physical requirement. set forth in table 500-7. for purpose of payment the column a stack will be worked out as per actual measurement and the quantity will be reduced by prescribed percentage and the reduced quantity will be considered as quantity supplied for purpose of payment (mortandh specification latest edition) the size of a stack will be 2 m x 1.5 m x 35 cm.. 2 collection of coarse aggregate from any nearest approved quarry shall be either crushed or broken stone. they shall be hard, durable and free from excess of flat elongated soft and disintegrated particles, dust and other objectionable matter. they shall be stacked 2mx1.5mx0.35m in size. for purpose of payment the volume of stacks will be worked out as per actual measurement and quantity will be reduced by prescribed percentage and the reduced quantity will be considered as the quantity supplied for purpose of payment (morth specification section no.404.) coarse aggregate of 53mm to 22.4 mm (g-ii) size for base course with the grading and physical requirements as per table 400.9.. 3 collection of stone chipping 11.2mm gauge from any nearest approved crusher shall consist of fairly fragments of clean, hard, tough, and durable rock of uniform quality throughout. they shall be obtained crushing rock and be free of elongated of flaky pieces, soft or disintegrated material and vegetable or other deleterious matter. they shall pre-ferably be hydrophobic type and stacked in the store in big size stack as desired by the engineer-in-charge of work for purpose of payment, the volume of stacked will be worked out as per actual measurement and quantity will be reduced by 5%(five percent) and the reduced quantity will be considered as the quantity for purpose of payment (mortandh specification latest edition) ..

Local Bodies

TRN :49060915 | 15 May, 2025

Tender Value : 3.29 Lacs

Edavaka - Kerala

Tender for tender for anjapeedika palli bhagam road concrete road concrete , road concrete , stone aggregate 20 mm nominal size , stone aggregate 10 mm nominal size , coarse sand (zone 3) , portland cement , hire charges of concrete mixer .25 to 0.4 cum with hopper /day , vibrater needle type 40 mm /days , sundries , wall form panel1250x500 mm , quarry waste

State Government

TRN :49061058 | 19 May, 2025

Tender Value : 84.38 Lacs

Udaipur - Rajasthan

Tender for 74 mpt works in block rishabhdev range kherwara earth work, excavation/ embankment, compaction, watering, quarry rubbish.

Local Bodies

TRN :49061490 | 16 May, 2025

Tender Value : 0

Kozhikode - Kerala

Tender for tender for material supply of materials individual work mgnregs--- portland cement 2 20mm stone aggregate 3 10mm stone aggregate 4 coarse sand 5 quarry muck 6 boulder 7 twisted steel bar 8 wall form panel 1250x500mm 9 corner angle 45x45x5mm 1.50 long 10 100mm channel shoulder 2.5m long 11 double clip 12 single clip 13 ms tube 14 welding by electric plant 15 red oxide zinc chromate primer 16 mixer 17 vibrator 18 fine sand 19 solid block 40x20x10cm 20 solid block 30x20x15cm 21 gi pipe 50mm 22 gi pipe 40mm 23 gi trafford profile sheet 0.35mm thick 24 bitumen washer 25 g.i limpet washer 26 galvanised steel j or l hooks 8mm dia 27 gravel 5mm to 10mm 28 gravel 1.5mm to 2 mm 29 pvc pipe50 mm dia 30 solid block 40x20x20cm 31 solid block 40x20x15 cm 32 hollow block 40x20x10 cm 33 stainless steel screws 50mm 34 wire mesh 35 wire nails 36 watertinnable cement primer 37 pvc pipe 25mm dia 38 white vitrous china 10 litre (flush) 39 aracanut post 40 200 mm aluminium aldrop 41 pvc pipe 63 mmouter dia 4 kgf/cm2 42 pvc elbow63 mm dia 43 pvc bend63 mm dia

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