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

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Central Government And Public Sector

TRN :49059263 | 17 May, 2025

Tender Value : 14.93 Lacs

Howrah - West Bengal

Tender for tender for structural strengthening and external painting of b e college t e howrah; 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2 nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 4 of area 3 sq. metres and below 5 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 6 for thickness of tiles 10 mm to 25 mm 7 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 8 up to 150 mm diameter 9 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 10 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 11 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 12 1:2:4 (1 cement : 2 coarse sand(zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 14 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 16 reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). 17 centering and shuttering including strutting, propping etc. and removal of form for : 18 foundations, footings, bases of columns, etc. for mass concrete 19 columns, pillars, piers, abutments, posts and struts 20 vertical and horizontal fins individually or forming box louvers band, facias and eaves boards 21 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 22 smooth finishing of the exposed surface of r.c.c. work with 6 mm thick cement mortar 1:3 (1 cement : 3 fine sand). 23 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 24 providing and fixing fiber glass reinforced plastic (frp) door frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. the laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fiber glass from all sides. m.s. stay shall be provided at the bottom to steady the frame. 25 providing and fixing to existing door frames. 26 30 mm thick glass fibre reinforced plastic (frp) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick frp laminate for panels conforming to is: 14856, including fixing to frames. 27 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 28 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 29 providing and laying rectified glazed ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to is : 15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 30 providing and fixing on wall face unplasticised - pvc moulded fittings/accessories for unplasticised rigid pvc rain water pipes conforming to is 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 31 single tee with door -110x110x110 mm 32 bend 87.5° -110 mm bend 33 15 mm cement plaster on the rough side of single or half brick wall of mix : 34 1:6 (1 cement: 6 fine sand) 35 finishing walls with acrylic smooth exterior paint of required shade : 36 new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 37 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 38 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 39 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 40 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 41 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°c, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 350/300 n/5 cm. tear strength in longitudinal and transverse direction as 60/80n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 42 3 mm thick 43 providing and fixing white vitreous china pedestal type (european type/ wash down type) water closet pan. 44 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. 45 10 litre capacity - white 46 providing and fixing solid plastic seat with lid for pedestal type w.c. pan complete : 47 white solid plastic seat with lid 48 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 49 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. 50 flexible pipe -32 mm dia 51 providing and fixing ptmt bib cock of approved quality and colour. 52 15mm nominal bore, 86 mm long. weighing not less than 88 gms. 53 providing and fixing ptmt stop cock of approved quality and colour. 54 15 mm nominal bore, 86 mm long. weighing not less than 88 gms. 55 providing and fixing ptmt pillar cock of approved quality and colour . 56 15mm nominal bore, 107 mm long. weighing not less than 110 gms. 57 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 58 15 mm nominal bore with 45 cm length. 59 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 60 75 mm average thickness 61 50 mm average thickness 62 25 mm average thickness 63 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 64 bars upto 12 mm diameter 65 bars above 12 mm diameter 66 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect. 67 sbr polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer 68 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge. note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 69 12 mm average thickness. 70 25 mm average thickness in 2 layers. 71 50 mm average thickness in 3 layers. 72 providing and fixing upvc pipes (sch 40 upvc as per astm d- 1785 pipes) including all upvc plain and brass threaded fittings. including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step upvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work- exposed on wall 73 15 mm nominal bore 74 20 mm nominal bore 75 25 mm nominal bore 76 uprooting and removing small plants from the surface of walls, parapet, etc. at any height by cutting chase for removing roots and using necessary chemicals etc. to prevent further growth of plants and mending good damages complete. 77 a) small plant of girth of exposed stem up to 75mm 78 providing and fixing soil waste and vent pipes : 79 110 mm dia upvc soil waste pipe conforming to is:13592 1992 (type-b) manufactured by supreme industries limited or equivalent. 80 erection of single layer bamboo-scaffolding made of average 75 mm dia bamboos with adequate bracing, ties, ropes etc. for strong, stable and workable scaffolding for specified jobs ( above gf beyound 4.00m height) like replacement of sewage/ rw pipes & accessories, repairs to plasters, special repairs, replacement of glass panes, uprooting/ cutting of tree saplings etc including dismantling the scaffolding after the job is done and clearing the site complete as per the direction of the engineer-in-charge. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 81 felling of trees like banyan, pipul etc from compound walls, building walls, cornices etc by making scaffolding where necessary including cutting of trunks and branches, application of chemicals/weedicides to the remaining portion to kill the growth of tree and ultimately removing the roots from the walls by cutting walls and mending good complete. ( the rate is inclusive of the mending good the walls with bricks/concretes/plasters and disposing of branches/trunks to vats inside compound for further disposal) 82 a) of girth above 30 cm upto 60 cm (measured above 1.0 m from gl toupto 5.0 m height) 83 extra for shifting of existing scaffolding by lifting/dragging or partially dismantling and re-erecting the dismantled portion in position (shifting at least 1.50 m from initial centre line of position) over payment for initial erection & dismantling paid in original item of scaffolding. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 84 providing and fixing ptmt health faucet with hook and p.v.c. pipe (1.00 metre minm length) of approved quality and colour in w.c.s all complete as per direction of engineer-in-charge. 85 15 mm nominal bore with minimum 1.00 m pvc tube. 86 attending repairs to ms gate by removing corroded portion of gate with welding machine at site and replacing with new members as per actual requirement at site. (cost for labour and hire charges of welding machine including transporation, consumables. steel members will be paid separately) 87 providing and welding 2mm thick m.s. sheet to existing m.s. frame work including providing and appying a priming coat of approved steel primer all complete. 88 providing and fixing upvc floor trap 100mm dia inlet and 100 mm dia outlet. 89 providing and fixing ptmt 2 way bib cock of approved quality and colour, for fixing hand faucet in commode toilets all complete as per direction in charge.- 15mm nominal bore. 90 supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per is:12866-1989. 91 4.0 mm thick (6.72 kg/sq.m) 92 credit value for dismantled unserviceable mild steel/ iron materials. 93 credit value for dismantled g.i. pipes: 94 15 mm nominal dia. 95 20 mm nominal dia. 96 25 mm nominal dia. 97 credit value for dismnatled c.i./ s.c.i. pipes. 98 credit value for unserviciable brass bib/stop cocks/pillar tap

State Government

TRN :49059485 | 31 May, 2025

Tender Value : 70.47 Lacs

Vrindavan - Uttar Pradesh

Tender for tender for construction of rotary at different nodes-1, 2, 3 and 4 at vrindavan yojna, lucknow. - bituminous workdismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. 2 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical meansincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specificationno. 502 (5.1)and as per dierction of the engineer in charge. 3 providing & laying dense graded bituminous macadam with hot mix 100-120 tph hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@ 4.0 to 4.5 % weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 (vg-30) 4 providing & applying tack coat with bitumen vg-10using bitumen pressure distributor at the rate of 0.35kg/sqm on theprepared bituminous/granular surface cleaned with mechanical broomincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specification and as per dierction of the engineer in charge. 5 providing & laying bituminous concrete 30 mm withhigher capacitybatch type hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@5.4% weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 6 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. the finished surface to be level, uniform and free from streaks and holes. 7 supply and fixing of pavement marker (cat eye) type x - astmd - 4956 - 04 avey dennison / 3 - m (usa make) consisting of asa plastic housing fitted with lightly adherent ploting compound. the housing cell contain prismatic two glass covered presmatic reflective fase to reflect incident light. (rpm with shank as per astm. dar 8.35 8 supply and fixing of monument forrotary including supply of all materials labourt & petc. required for proper complition of the work and as per direction by e/i. (m. r.) 9 retro-reflectivesheeting type-iv with 4 mm thick acm double side:providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc-67:2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.3.7 the sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat. solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting confirming to astm d4958-09 shall be pressure fixed. the retro reflective sheeling shall be lested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international government laboratory/ iristitute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. aternatively, a certificate conforming to astm specification (d) 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally, in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012 & proof of the same report shall be uploaded which quoting tender. the rate shall include all materiais, labour, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge. uppwd sor 2020-21 ch-26 s.i. no. 11 ref mort&h-801 10 providing and laying of trapezoidal hump/table top speed breaker as per drawing/design including all material, labour, t&p etc complete as per direction of e/i. 11 circular rotary and triangular islandearth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm.on plan including getting out and disposal of excavated earth upto 50m and lift upto1.5m as directed by e/i. (uppwd sor s.i. no. ch.-7 s.l.-1 ref. dar 2.6.1)0.30m and above 12 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement, 4 coarse sand and 8 graded stone agreegate 40mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.8) 13 centering and shuttering including strutting, propping etc. and removal of form work for: foundations, footings, bases for columns(uppwd sor chap- 8, si no 3, ref to dar 4.3.1) 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:1.5:3 (1 cement, 1.5 coarse sand and 3 graded stone agreegate 20mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.2) 15 m.s.iron work in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessory including bending for proper completion of the work. and including supply of steel its wastage bend hooks and authorised overlapping shall be measured. 16 finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade :new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg /10 sqm )(apex ultima weather coat all guard ) asian, berger also including providing and applying white cement based putty of averge thickness 1 mm of approved brand over the plasterd surface to prepare thesurface even and smooth complete as per direction by e/i. 17 providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ivc fixing the railing with necessary accessories & stainless steel dash fasteners stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 18 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. (uppwd sor s.l. no. 4 ref dar 2.25) 19 providing and laying of interlocking concrete block pavement having thickness 80mm as per drwaing and technical specification clause-1504 including earth work in excavation of required depth and width, providing, laying and compacting of w.m.m. and local sand for cussion of tiles etc also including supply of all material, labour, t&p etc complete.

State Government

TRN :49059492 | 14 May, 2025

Tender Value : 20.00 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for patch repair work on roads under the assistant engineer i. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per the technical specification and direction of engineer-in-charge. 2 providing and applying tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 grade bitumen @ 1.46 kg/sqm. to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including tack coat @ 0.25 kg/sqm as per the technical specification and direction of engineer-in-charge. (including cost of bitumen) 4 providing and laying seal coat by manual means with vg-10 grade bitumen @ 0.68 kg/sqm. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b as per the technical specification and direction of engineer-in-charge. (including cost of bitumen)

State Government

TRN :49059529 | 14 May, 2025

Tender Value : 20.00 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for patch repair work on roads under the assistant engineer iv - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per the technical specification and direction of engineer-in-charge. 2 providing and applying tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 grade bitumen @ 1.46 kg/sqm. to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including tack coat @ 0.25 kg/sqm as per the technical specification and direction of engineer-in-charge. (including cost of bitumen) 4 providing and laying seal coat by manual means with vg-10 grade bitumen @ 0.68 kg/sqm. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b as per the technical specification and direction of engineer-in-charge. (including cost of bitumen)

Government Departments

TRN :49059548 | 21 May, 2025

Tender Value : 38.53 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for link road kakharu kot road to rosanpur majre bara gram tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 7 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 8 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 9 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 10 s/f of 350 mm dia hume pipe 11 s/f of reflectivesign board,etc 12 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 13 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

Local Bodies

TRN :49060922 | 17 May, 2025

Tender Value : 0

Ghazipur - Uttar Pradesh

Tender for tender for supply of 1. brick 150 mm first class per thousand, 2. cement per bag 3. fine sand/ white sand per weight meter 4. stone blast stone aggregate 224 mm to (separately) per cubic meter 5. iron rods per quintal, 6. asbestos, pansheet, darwana, tile per quintal/ per piece. 7. aum pipe 350, 350, 450, 600, 900 mm. p.p.3 per piece, 8. open gym tamayi, interlocking brick 200 x, 160 x, 80 mm. per thousand, 10. slab gi pipe pbc pipe saket per piece, 11 coarse sand per weight meter, 12. brick clay 20 mm/40 mm. per cubic meter 13. hand pump material india brand ii hand pump repair, 14. sign board and other material, 15. lime bleaching powder paint distemper per kg 16. street solar light per piece 17. electronic material per piece 18 cementitious bench per piece 19. fogging machine and other sanitation kits / materials 20 drinking water purifier per piece note-restriction

Local Bodies

TRN :49061019 | 16 May, 2025

Tender Value : 0

Ghazipur - Uttar Pradesh

Tender for tender for supply of 1. brick 150 mm first class per thousand, 2. cement per bag 3. fine sand/ white sand per weight meter 4. stone blast stone aggregate 224 mm to (separately) per cubic meter 5. iron rods per quintal, 6. asbestos, pansheet, darwana, tile per quintal/ per piece. 7. aum pipe 350, 350, 450, 600, 900 mm. p.p.3 per piece, 8. open gym tamayi, interlocking brick 200 x, 160 x, 80 mm. per thousand, 10. slab gi pipe pbc pipe saket per piece, 11 coarse sand per weight meter, 12. brick clay 20 mm/40 mm. per cubic meter 13. hand pump material india brand ii hand pump repair, 14. sign board and other material, 15. lime bleaching powder paint distemper per kg 16. street solar light per piece 17. electronic material per piece 18 cementitious bench per piece 19. fogging machine and other sanitation kits / materials 20 drinking water purifier per piece note-restriction

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

Local Bodies

TRN :49061880 | 16 May, 2025

Tender Value : 13.85 Lacs

Kunnukara - Kerala

Tender for construction of roads on 13 & 14 wards -- materials for construction 2 stone aggregate(single size): 20 mm nominal size 3 stone aggregate(single size): 10mm nominal size 4 coarse sand (zone iii) 5 portland cement 6 stone aggregate (single size):6mm nominal size 7 hire charges for concrete mixer 0.25 to 0.40 cum with hopper 8 vibrator needle type 40mm 9 royalty for good earth 10 quarry waste 11 interlocking cc paver block(80mm thick,m-40,hydrolic block) 12 sundries 13 wall form panel 1250x500mm 14 corner angle 45x45x5mm 1.50 m long 15 100mm channel sholder 2.5m long 16 double clip(bridge clip) 17 single clip 18 m.s. tube 40mm dia 19 stone aggregate (single size):40mm nominal size

State Government

TRN :49062033 | 13 May, 2025

Tender Value : 2.34 Lacs

Paravur - Kerala

Tender for tender for pakarappally devaswom - paravur group - constructing toilet block-- 1 appendix i-constructing toilet block 2 earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 4 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5 centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 6 solid block masonry using pre cast solid blocks (factory made) of size 30x20x15 cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15cm in: cm 1:6 ( 1 cement :6 coarse sand) etc complete 7 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 8 steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth level thermo - mechanically treated bars of grade fe-500d or more 9 solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level with thickness 15cm in : cm 1:6 ( 1 cement : 6 coarse sand) etc complete 10 reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size). 11 centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 12 steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 13 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 14 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.size of tile 600 x 600 mm. 15 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineerin-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 16 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litter low level white p.v.c.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 17 supplying and fixing cp towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site engineer-in-charge. 18 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:w.c. pan with isi marked white solid plastic seat and lid 19 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:white vitreous china flat back wash basin size 550x400mm with single 15 mm c.p.brass pillar taps 20 finishing walls with acrylic smooth exterior paint of required shade:new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 21 supply and fixing pvc door with frame including locking arrangements as per the direction of engineer-in-charge 22 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete.fixed to openings/ wooden frames with rawl plugs screws etc 23 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer-in-charge. the sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 24 structural steel work riveted, bolted or welded 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. 25 providing and placing on terrace (at all floor levels) polyethylene water storage tank :isi 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 26 supplying and fixing cp health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 27 providing and fixing c.p brass bib cock of approved quality conforming to is: 8931.15 mm nominal bore 28 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet:100 mm diameter 29 appendix ii-septic tank and soak pit 30 supplying and installing ready made pvc septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (provision for cc/rcc/sand/06mm aggregate for the preparation of bed shall be paid separately. 4.35 to 50 flush capacity

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