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Government Departments

TRN :49057985 | 21 May, 2025

Tender Value : 8.40 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 chhata ward no. 99 peepal mandi and ward no. 78 motiganj mall market, guddi mansoor khan, pathwari, rawatpara etc. hotmix punch repair work at various places on ram barat marg - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 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 equiped 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 specificatons and directions of engineer-in-charge.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 8 providing and laying 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 equiped 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. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 sub total 10 add/deduction rs. for estimate figure amount match 11 grand total

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) ..

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.

Government Departments

TRN :49061593 | 29 May, 2025

Tender Value : 5.40 Lacs

Sheopur - Madhya Pradesh

Tender for supply of aggregate supply of aggregate in kuno wildlife division , black stone crushed aggregate (40 mm) , black stone crushed aggregate (20 mm) , black stone crushed aggregate (10 mm) , black stone crushed aggregate (jira gitti)

Central Government/Public Sector

TRN :49068734 | 28 May, 2025

Tender Value : 40.00 Lacs

Bikaner - Rajasthan

Tender for tender for certain repair to buildings of wsa at af stn nal; 1 demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for allas specified and directed. 2 m&l for cement concrete type d2 (1:4:8) ( 40 mm graded crushed stone aggreagte) as filling and mass concretecomplete all as specified and directed. 3 m&l for laying 100mm thick cement concrete type b-1(1:2:4) ( 20 mm graded crushed stone agg)as in floor and paving surfaces all as specified and directed. 4 demolition of brick workor stone/boulders masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars etc. and rubbish materials remove from site all as specified and directed 5 m&l for brick work with sub class b bricks (old size) straight or curved on plan exc 6m mean radius built in cm (1:6) complete all as specified and directed by engr-in-charge. 6 taking down cement plaster of any description on brick/stone walll incl raking out joints hacking for keyscrubbing down water all as speicifed. 7 m&l for rendering 15 mm thickin cement plaster (1:6) on fair faces of brick/concrete surface, finishing even and smooth w/o using extra cement etc. 8 m&l for rendering 15mm thick in cement mortar (1:4) on brick or concrete wall surface finished even and smooth without using extra cement. 9 m&l for preparing newly plastered wall surfaces and applying two coats of weather proof exterior emulsion over and including one coat of primer complete all as specified and directed by engr-in-charge. 10 m&l for preparation of newly plastered surfaces of wallsand applying two coats of oil bound distemper over and including a coat of primer incl etc. complete all as specified and as directed. 11 m&l for preparation of old decorated surfaces of walls (plastered or un plastered) including cornices, pilaster etc by brooming down with steel wire brushing, scrapping down, smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc including filling the depressions with cement based wall care putty and applying one coat of oil bound distemper complete all as specified and directed. 12 m&l for preparation of old painted surface ofwall surface and applying one coat ofweather proof exterior emulsion in camouflage pattern to match the existing pattern complete all as specified and diricted by engineer-in-chare. 13 rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified . 14 removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and directed by engr-in-charge. 15 forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by engr-in-charge. 16 allas per item no-15 (here-in-before) but 1.5m to 3m height from base completeall as specified and directed by engineer-in-charge. 17 allas per item no-15 (here-in-before) but 3m to 4.5m height from base completeall as specified and directed by engineer-in-charge. 18 allas per item no-15 (here-in-before) but 4.5m and above height from base completeall as specified and directed by engineer-in-charge. 19 dismantling posts or struts in natural ground (wood, steel or r.c.c.) any section, including taking out embedded portion and making good disturbed groundcomplete all as specified and directed by engr -in-charge. 20 excavation in post holes(or similar holes) each in not exc. 0.50 cum getting out returning,filling in an ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and removing surplus soil out of defence land and making good surface all as specified & directed. 21 m&l for pcc(1:3:6) type c2 (40mm graded crushed stone aggregate) filling in post holes, foundation,and other similar work complete all as specified and as directed. 22 s & f hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to fe 410-0 or fe 310-0 23 dismantling fencing wire mesh, any type etc, complete all as specified and as directed. 24 s&f in repair galvanised 2 strand , steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixingto any type of standard railsstraining bolts, including securing ortyping at crossingswith andprovision of galvasnised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured), complete all as specified and as directed. 25 fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire 26 supply only galvanised mild steel chain link fencing, size wire and mesh as approved complete all as specified and directed.note:- the payment for chain link fencing shall be made on the basis of weight of chain link fencing per square metre ascertained by a board of officer convened by ge, by getting minimum 3 samples of each lot . 27 m&l for preparation of new steel surfaces of any description, not otherwise described over 10cm width or girth and applied two coats of synthetic enamel paint over and including a coat of red oxide zinc chrome primer complete all as specified and directed by engr -in-charge. 28 dismantling timber scantlings 40 sq. cm and over in section, in any position in framed section etc., complete all as specified and as directed. 29 dismantling of wrought iron or mild steel work of any description not ohterwise provided for complete all as specified and directed. 30 m&l for ms work in roof trusses (framed), trussed, purlins, crane gantries, rails, posts and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.including special shaped washer etc. complete and including all necessary drilling or cutting holes in brick/ concrete surfaces and making good by pcc and cement plaster, welding work, bolting or reveting/fastening with fastner etc and similar work conforming to fe-290 gde e-165 complete and all as specified 31 s&f ms plain plates, square cut, with riveted, bolted or welded attachment fe-410-w (gde-e-250) quality a as specifed 32 s&f mild steel screw bolts (machine made) with hexabonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc 5cm long, diameter of neck in 5 to 10mm. 33 dismantling asbestos cement (corrugated,semicorrugated, etc.) sheets in roofcoverings including ridges complete all as specified & directed. 34 s & f pre- painted galvalume aluminum zinc coating gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. 35 dismantling plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof covering etc. 36 s & f 1mm thic plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters,(joints should be water tight) drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 etc. 37 supply and laid in repairs 110mm bore pvc (swr) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors etc. 38 s& f in repairs pvc (swr) bends for 110mm bore pipe etc. 39 taking up or down 15 mm dia steel tubing & connections or removal to store etc. 40 s & f 15mm bore of tube medium grade galvanized with and including all fittings & fixed complete to walls & ceiling or laid in floors complete all as specified and directed. 41 dismantling water tanks any type of capacityexc 1000 but n.exc 2000 liters 42 dismantling water tanks any type of capacityexc 250 but not exc 500ltr 43 s&f 1000 liter capacity rotational moulded polyethylene water storage tanks (cylin-drical vertical with closed top) tripple layered white, hoisted and fixed in position with and including 20 mm bore ball valves high pressure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and directed. 44 s&f 500 liter capacity rotational moulded polyethylene water storage tanks (cylin-drical vertical with closed top) tripple layered white, hoisted and fixed in position with and including 20 mm bore ball valves high pressure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and directed. 45 s&f in repair 15mm bib taps quarter turn, cast copper alloy , with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed etc. 46 taking down door shutters of any description exc 2sqm complete all as specified. 47 taking down old wooden doors (single/double shutter ) of exc 4sqm n.exc 6sqm any position with complete accessories including chowkhat or frame all as specified and directed by eic. 48 taking down chowkhats or frames or ventilator not exc. 1.5 sq. m each etc. 49 s & f framed work as in doors, gates and ventilators of angle or other sectionfe-410 w (gde e-250) quality a with gusset plates, ms plain black sheet for door, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. 50 s & f expanded metal, weight not exc 4kg per sqm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members 51 s & f mild steel flat iron as in hold fast 400mm long embeded in pcc block with splitted ends and in braces in diagonal hand made sliding bolts, clamp hooks and similar worklike banks, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; largehasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to fe410-0 or fe 310-0 52 m & l for pcc (1:2:4)type b1 (20mm graded stone aggregate )asin lintels upto 1..5 m clear span, cills, hold fast for door, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directing 53 s&f 35 mm thick 2nd class hardwood, plain, framed, factory made panelled shutters (any number of panels), in with panels of timber flat on both sides (feather edged), of 12 mm bwp commercial ply with commercial veneering on both faces; supplied and fitted to chowkats 54 material and labour for preparation of new wood surfaces of any description not other described over 10cm width or girth and applying twocoats of synthetic enamel paintover and including a coat of pink primer complete all as specified and directed. 55 supply and fixing in repair mild steel butt hinges medium weight, cold rolled, 100mm, isi marked, fixed with stainless steel screws complete all as specified and directed. 56 supply and fixing 150mm aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. 57 supply and fixing 150 mm size extruded aluminium alloy handels fabricated type, anodised fixed with stainless steel screws complete all as specified and directed. 58 supply and fixing 300mm aluminium alloy, anodised sliding door bolt with hasp staple (bolt type) fixing clips of sheet, cast or extruded setions and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed with stainless steel screws complete all as specified and directed. 59 m&l for providing post construction anti termite treatment to soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart along the junction of floor and wall including drilling 12 mm dia holes and plugging with cement sand mortar (1:2) using pigment wherever required, to match the existing floor surfaces complete all as specified and directed.note :-any crack which is developed during execution of att in the floor shall be repaired to match the surface.the cost of this aspect shall deemed to be included in the rates quoted by the contractor 60 m&l for providing post construction anti termite treatment by specified firm along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre i.e. holes @300mm interval including drilling and plugging holes etc in apron/plinth protection and making good the surfaces to match complete all as specified and directed. 61 m&l for providing post construction anti termite treatment by specified firm to voids in masonry using chemical @ one litre per holes at 300 mm intervals by drilling holes at downward angle of 45 degree and replugging them with cement mortar 1:2 to match the existing surface complete all as specified and directed. 62 s&f in repair vitreous china wash down water closet pan pedestal pattern ( type white including pvc seat cover , connection to waste pipe and flushing pipe complete etc. 63 s & f in repair 10 ltr capacity pvc valveless syphonic action type flushing cistern low level white with inlet ball valve and brackets,float and handle, l-bend complete all as specified and directed 64 s&f in repairs vitreous china wash basin, white, flat back, size 580x450mm excluding taps waste, chain and plug and porcelain stopper but including bracket complete all as specified and directed 65 s & fvitreous china urinals, bowl type (back or corner wall type),complete including providing and fixing plugs, bedding urinal against wall in cement mortar1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets,flush pipe, grating and union for discharge pipe.fixed in repairs complete all as specified and directed. 66 s & f urinal spreader of ptmt any colour for fixing with 15 mm dia pipe. (minimum weight 60gms) 67 s & f health faucet (abs body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and abs wall hook including making connections and fixed in position complete in all respect as specified. 68 s & f in repair long body stop valve 15mm bore(quarter turn) fancy type chromium plated screwed down high pressure, with crutch or butterfly handle screwed both ends for iron pipe or for unions. 69 s&f in repairs 15mm bore pvc connection pipe 450mm long with ptmt nuts at both ends etc.

State Government

TRN :49069181 | 14 May, 2025

Tender Value : 1.27 Lacs

Mandi - Himachal Pradesh

Tender for annual repair maintenance of on link road luhar jol under mgnrega (bharol section) supplying and stacking of crushed stone aggregate 20mm, course sand and boulders (work code-105236)

State Government

TRN :49020001 | 19 May, 2025

Tender Value : 0

Raichur - Karnataka

Tender for corrigendum : tender for package-vii supply of materials to metalling to road from sadapur to umalipannur, shatri camp to umalipannur, walkamdinni to kurdi, and aroli to gorkal road road in manvi taluka of raichur district. - tractor-40 hp per hour,water for consolidation,gravel 2.36mm/murrum for road,water tanker charges,vibratory roller 8 tonne capacity,fine aggregates 10mm size,crushed stone course aggregate 53 size,granite metal of size 40mm,granite metal of size 20mm

State Government

TRN :49020003 | 19 May, 2025

Tender Value : 0

Raichur - Karnataka

Tender for corrigendum : tender for package-iv supply of materials to metalling to road from talmari to a.p boarder, gunderveli to budadinni, n.malkapur to meerapur, mirzapur to meerapur and gandhal to kerebudur road in raichur taluka of raichur district. - tractor-40 hp per hour,water for consolidation,gravel 2.36mm/murrum for road,water tanker charges,vibratory roller 8 tonne capacity,fine aggregates 10mm size,crushed stone course aggregate 53 size,granite metal of size 40mm,granite metal of size 20mm

Government Departments

TRN :49022269 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1, chhatta ward no. 27, bagh muzaffar khan, from saint john square to near garg homeo hall, hotmix road improvement work. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 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 equiped 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 specificatons and directions of engineer-in-charge.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 8 providing and laying 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 equiped 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. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatichermoplastic 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 foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 10 reflective raised pavement markers (cat eye/ road stud) supply and flxing of raised pavement marker with made of plastic body of rpimi road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-lmoact polystyrene) or acryloniilrile butadien styrene (abs) or any oiher suitable malerial approved by the engineer. the marker shall support aload of 13,635 kg tested in ccordance with astm d4280.the reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internaleflection of the lighl entring the lens face. lenses shall be mouled of methyl melhecrylate conforming io astm d78b of equivalent the slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each relro _reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & width shall not exceed 130 mm. the base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxynslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. the contractor shall submit a two year warranty for sal sfactory lleldeformance including stipulated retro-refleclance of the reflecting panel , to the engineer . ln addition a two year warranty foralisfactory infield perfonnance of the finished road marker shall also be given by lhe conlractor who carries out the work of fixing of reflective road ma*ers. ln case the markers are displaced , damaged . gel worn out or lose theireflectivity compared lo stipulated standards , the contractor would be reqlllred to replace allsuch markers within 15 days ofthe inlimation from the engineer. at his own cost the rate shall include all materlals, labour, t&p,ransportalion, insiallation and incidentals all complete as per direction of the engineer-in-charge 11 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 12 sub total 13 add/deduction rs. for estimate figure amount match 14 grand total

State Government

TRN :49022653 | 13 May, 2025

Tender Value : 2.50 Lacs

Lucknow - Uttar Pradesh

Tender for tender for road signage work at faizabad road to kukrail bandha road via raheem nagar road - providing and laying dense graded bituminous macadam with higher capacity hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects

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