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State Government

TRN :49057999 | 23 May, 2025

Tender Value : 0

Ghaziabad - Uttar Pradesh

Tender for tender for construction of civil works for increasing capacity from (1x500 plus 2x315 mva) to (2x500 plus 1x315 mva) at 400 k.v. sub-station-ist muradnagar ghaziabad. - earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all 3 providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position cement concrete of specified grade1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced cement concrete 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), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 8 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 10 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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 size derived from natural sources). 12 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. 13 brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,t&p etc complete . 14 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). 15 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge . 18 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. 19 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof workgates etc. wrought to required form including holes rivetting or welding where necessary and also fixingin proper position and alignment but when steel is to be provided by the department . 20 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). 21 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 22 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 23 neat cement punning 24 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 25 demolishing cement concrete (nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 26 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 27 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 28 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 29 dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper completion of the work 30 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. 31 supply of 25 mm. dia m.s. anchor bolts (conforming to is 266)500 mm. long with base plate (50x50x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & t&p for proper completion of work 32 fixing and grouting 25 mmand below dia m.s. anchor bolt in proper alignment level and setout with the help of a template including supply of all labour t&p etc. reqd. for proper completion of the work. (labour rates only) . 33 grouting of 90/105 lbs m.s. railincluding cost of all materials,labour & t&p for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs m.s. rail for transformer plinth including cost of all labour, material and t&p etc. required for proper completion of the work. 35 fixing and grouting of trench edging in proper level and alignment including cost of all labour, and t&p etc. required for proper completion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of template in position level and alignment for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work (labour rate only). 38 fabrication of template forauxiliary foundation including cost of all labour, and t&p etc. required for proper completion of the work. steel shall be arranged by contractor free of cost. this template shall be property of contractor.(labour rate only). 39 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm gradedapproved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement andmarble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels ifany and giving them a uniform finish including supply of all materials, labour and t&p etc, required forproper completion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation from different places withinthe s/s area including all labour, t&p etc. required for proper completion of the work as per direction ofengineer - in - charge. 41 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. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work (110mm dia pipe) 43 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-incharge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concrete manufactured in automatic batching plant (rmc plant) i/c transportation to site in transit mixer 44 providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood pre-laminated one side decorative lamination and other side balancing lamination grade i, type ii, is : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : (12mm thick partical board) 45 hiring of beldar(labour).

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.

corporations/Associations/Others

TRN :49061687 | 29 May, 2025

Tender Value : 0

Sonbhadra - Uttar Pradesh

Tender for tender for annual maintenance of ash dyke of obra thermal power station. - 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 upto 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 2 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock 3 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 filling of empty jute/plastic bag in full with full stitching with nylon thread and stacking in crate from any where inside/outside ash pond including cost of all labour, material, t&p etc. 5 filling with 50kg. earth 6 filling with 50kg. ash 7 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 8 surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. all kinds of soil. 9 providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12(d=100 mm with tolerance of ±2%), zinic+10% al alloy+pvc coated, mesh wire diameter 2.7/3.7mm (id/od), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(id/od), supplied @3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of engineerin-charge. 10 random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :cement mortar 1:6 (1 cement : 6 coarse sand) 11 dry stone pitching 22.5cm thick including supply of stones and preparing surface complete work 12 dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 13 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 15 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 :1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) 16 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. 17 supplying and stacking at site 63 mm to 45 mm size stone aggregate 18 supplying and stacking at site moorum etc. 19 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 20 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 21 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 22 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 23 engagement ofunskilledlabourfor executed the unforeseen works . 24 providing hydraulic excavator with 1 cum bucketfor different type of job related to chakari ash dyke and required another workas per direction of engineer-in-charge including hire charge of hydraulic excavator with operator,fuel, lubricant etc for proper completion of work.

Government Departments

TRN :49063705 | 02 Jun, 2025

Tender Value : 0

Seoni - Madhya Pradesh

Tender for fencing material forestry and plantation fencing material , group no 5 - , galvanized steel barbed galvanized steel barbed line wire - galvanised steel wire of 2.5 mm diameter point wire - galvanised steel wire of 2.5 mm diameter. barbs - distance between two boards 75 mm, the barbs shall have four points and shall be formed by twisting two point wires each two turns. tightly around both the line wires making altogether four complete turns. standard- conforming to is-278-2009 , galvanized steel chain link mesh wire - galvanised steel wire of 3.15 mm diameter fabric size - 100x100 mm height - 150 cm line wire - 2 numbers of line wires of 4.00 mm diameter standard- conforming to is-2721-2003, with up to date - amendments. , rcc poles 2 mtr type - straight length - 2.0 m dimensions - bottom 10x10 cm square, top 8x8 cm square. cement concrete mix - cement, sand and metal ratio 1:2:4 with 12.5 nominal size coarse aggregate. sand used should be free from clay and salt. concrete mix shall be conforming to grade m-15 of is : 456:2000 reinforcement - 4 round vertical bars of 6 mm diameter. 11 no. of stirrups of 6 mm diameter round ms bars 20 cm centre to centre. hooks- 5 no, bottom hook should be provided 60 cm above the bottom of the pole, second at 82.5 cm, third hook at 112.5 cm, fourth hook at 150 cm, top and fifth hook at 195 cm from bttom. manufacturing- in order to ensure desired compressive strength , rcc fencingpoles should be compacted with the help of platform vibrators. surface should be uniform and free from voids. the concrete cover over the reinforcement should not be less than 1.5 cm. , rcc poles 2.5 mtr type - straight length - 2.5 m dimensions - bottom 10x10 cm square, top 8x8 cm square. cement concrete mix - cement, sand and metal ratio 1:2:4 with 12.5 nominal size coarse aggregate. sand used should be free from clay and salt. concrete mix shall be conforming to grade m-15 of is : 456:2000 reinforcement - 4 round vertical bars of 6 mm diameter. 11 no. of stirrups of 6 mm diameter round ms bars 20 cm centre to centre. hooks- 5 no, bottom hook should be provided 60 cm above the bottom of the pole manufacturing- in order to ensure desired compressive strength , rcc fencingpoles should be compacted with the help of platform vibrators. surface should be uniform and free from voids. the concrete cover over the reinforcement should not be less than 1.5 cm.

Local Bodies

TRN :49066964 | 21 May, 2025

Tender Value : 55.02 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for beautification and improvement work of the pond near barik in ward-33 mahuwari - earth work cutting in ordinary soil up to 1.5 m lift &30m led with all complete work (s.i.no.253) 2 earth work exavation in foundation as in wet and foul position leadlift &30 m lead with aqll complete work (s.i.no.251) 3 earth work exavation in ordinary soil leadlift &30 m lead with aqll complete work (s.i.no.251) 4 pcc 1:4:8 cement sand and 40mm brick ballast and all compelte the work (s.i.no.-273) 5 1st class brick work (1:4) cement sand mortor including all complete work (s.i.no.303) 6 cement concrete with cement, sand & 20mm gauge stone grit with the proportion of (1:2:4) including all complete the work. 7 12mm thick plaster cement mortar consisting of 1 part cement and 4 parts of fine sand of 1.25 finerness modulus.si 574 8 finishing wall with two coat of water proof cement paint of approved quality with all complete work 9 wall paintint two coat with plastic eulsion paint of approved brand and manufacture on decorative wall surfce with all complete work 10 r.cc work (1:1.5:3) with cement course sand &20mm the stone grit including all complete work (s.i.no.279b) 11 m.s iron work including cutting bending and praper laying all complete work (s.i.no.504) 12 construction of granular sub base (g.s.b) by providing closed graded material mixing by mix in place method including water and compacting with vibratory rollers as per mort& h specification401 13 providing &laying of rubber molded reflective zig-zag 80 mm thickinterlocking tiles of precast compressivestrength i.s.i marked. in gray based including joints filled and bedding 5cm. with local sand leveling dressing of surface required level &slop and also including all materail labour t&p loading unloading stacking cartage and all taxes required for proper completion of work as per mord specification no.1500 14 providing and fixing rcc tree guard with all complete work 15 providing and placing sitting benches, fiber strip + cast iron of size 1500 x 1500mm in brushed / rough finish annd cut shape of all complete work 16 signage board supply and fixing on 25mm x 18mm swg ms square pipe with all complete work 17 add 5% for electric works 18 add 2.50% for horticulture work

Government Departments

TRN :49019859 | 21 May, 2025

Tender Value : 10.21 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 44, c-block, new agra, c.c. road improvement work by. - scrapping of the maxpalt bitumen road etc. all complete. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 5 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 6 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 8 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. 10 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 11 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 12 sub total (a) 13 add / deduction for estimate figure amount match 14 grand total

State Government

TRN :49020123 | 12 May, 2025

Tender Value : 11.90 Lacs

Sirohi - Rajasthan

Tender for tender for various civil works for garden at government collage, sheoganj- 1 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 4 providing and laying 80 mm thick cement concrete blocks of m-40 grade (manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. manufactured with steel moulds(milled and manufactured in csi diamond or csi nitro process for accuracy) on steel base plate of min 16 mm thick;having vibration and pressing action both together withthe help ofmultiple synchronised vibrators.power of hydraulic station should be minimum 50kw for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing w.b.m.base, as per is15658:2006 and all mat 5 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mix 6 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 7 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 8 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : cement mortar 1:6 ( 1-cement : 6-sand). 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 10 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completenew plastered surface (three or more coats) 11 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 12 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 13 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 14 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.

Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge. 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

Local Bodies

TRN :49021459 | 16 May, 2025

Tender Value : 6.20 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from hanuman mandir to cc road in gram panchayat afo. - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5(widening of patari) 3 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 density grading 3 as per technical specification clause 405. 5 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 6 supply and fixing of information board

Local Bodies

TRN :49021556 | 16 May, 2025

Tender Value : 21.17 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from nagla khushali marg to lakhanu pura marg ambedkar park in village panchayat lakhanu - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 plane/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807, 1202&1204 6 supply, fitting and placing with ms bar rainforcement as per drawings and technical cpecification clause 1002, 1010 and 1202 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 density grading 3 as per technical specification clause 405. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 supply and fixing of information board

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