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corporations/Associations/Others

CTN :39428432 Due date: 13 Mar, 202513 Mar, 2025 19.63 Lacs
Tender For construction of yard foundations, radiator and capacitor foundations, cable trench, replacement of breaker foundations and miscellaneous civil work at various live sub-stations under tr circle junagadh.

CTN :39419078 Due date: 13 Mar, 202513 Mar, 2025 NA
Tender For supply of construction of toilet blocks - soak pit of the toilet in size 5x4 feet common for both blocks , foundation depth of blocks will be 1.5feet to 2 feet as per requirement , wall up to hight of 9.5 ft from ground level complete height of each block 11 feet from the ground includes 1.5 ft of ground filling hight , concrete lanter of the construction aprox 72sqft for both blocks , door 3x7 ft and ventilation window for each block including fitting and labour , all water pipes sanitary fitting will be as per standard . bathroom includes western commode and cistern flushing system plumbing work with good quality sanitary fittings and labour , placement of washbasin on outside wall of bathroom of both blocks including labour and fittings , electrical work including exhaust fan and option of geyser fitting point with tubelight for both blocks , water storage tank 500 ltr common for both blocks , floor tiling inside both blocks , wall tiling inside both blocks only upto hight of 4 feet , putty and paint work with asian,nerolac or similar brands with labour charges

State Government

CTN :39373998 Due date: 07 Mar, 202507 Mar, 2025 33.63 Lacs
Tender For various works in sub tehsil longowal - patwari cabins:-scraping cement outer plaster, scraping cement inner plaster, cement rendering on plaster 1mm thick, 12.5 mm thick cement plaster 1:4, 20mm thick cement paster 1:4, first class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level., 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure, 12.5 mm thick cement plaster 1:5, 20mm thick cement paster 1:5, preparation of plastered or concrete surface or painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish, applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface, distempering with acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade, finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sq, providing and laying vitrified floor tiles in different sizes in light colour shades made using full body technology (thickness to be specified by the manufacturer) with water absorption s less than 0.08% and conforming to is : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) size 600x600 mm, providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%, light reflection > 85%, thermal conductivity k = 0.052 - 0.057 w/m k, fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t-grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized@120 gsm) comprising of main t runners of 15x32 mm of length 3000 mm, cross t of size 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter m-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main t . the system should rest on periphery walls /partitions with the help of gi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall s.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of theengineer-in-charge.with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6)size 595x595 mm, earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres., cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type, first class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth, base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mix

Central Government/Public Sector

CTN :39171274 Due date: 26 Feb, 202526 Feb, 2025 NA
Tender For corrigendum : provision of pillar upto 1.5 height for demarcation of defence land at hirakund - excavation in post hole (or similar hole) each n exc 0.50 cum, getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n. exc 25 cm etc and getting out soft/ loose soil complete all as specified and directed, m & l for providing precast cement concrete, type b-1 1:2:4 (using 20 mm graded mechanically graded stone aggregates) in win- dow or door cills, lintels, bressumers, steps,quoin blocks (foruse with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings,throat- ing etc. and setting in mortar(1:4)complete with joints to match all as specified and directed., m&l for pcc 1:3:6 type d2 using 40 mm graded stone aggregate as in foundation filing and mass concrete., m&l for mild deformed tmt steel bars 10mm dia and over, cut to lenght, bent to shape required, including crandking, bending spirally for hooping fro columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed, ditto, above but 5mm and over upto and including 10mm dia in stirrups, spacers and binders, removing excavated material(soils) n exc 50 and desposting where directed at a level n exc 1.5 at a level n exc 1.5m above starting point complete all as specified and directed by eng in charge., s&f for mild steel work as in posts and struts etc in fencing including cutting tops to shapes 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-290 gde e-165 complete all as specified, m & l for writing letter or figured (block, roman, italic or indian) over base coat n exc 30 cm height with synthetic enamel paint complete all as specified and directed., m&l for preparation of newly untreated steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer exc 10 cm width or girth, not otherwise described complete all as specified and directed., mild steel of thickness 0.63mm , plain, blacksheet in wall cladding,steel gates and similarwork, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required

CTN :39405698 Due date: 10 Mar, 202510 Mar, 2025 NA
Tender For supply erection, testing and commissioning of 227 m3/ hr. (50000 gph uk) or higher capacit y hscf pump set with 120hp (or higher capacity) motor 4p/tefc/ie3 horizontal foot mounted type with rati ng 415v, 50hz, 3 phase along with soft starter panel, pump set specifications shall conform to pcee/grc's latest specification and as per site requirement annexure by consignee. the cost is inclusive of dismantling , making concrete foundation work, supply of suitable size foundation bolts and all requisite materials. [ w arranty period: 30 months after the date of delivery ]

CTN :39406969 Due date: 04 Mar, 202504 Mar, 2025 NA
Tender For supply erection, testing and commissioning of 227 m3/ hr. (50000 gph uk) or higher capacit y hscf pump set with 75hp (or higher capacity) motor 4p/tefc/ie3 horizontal foot mounted type with ratin g 415v, 50hz, 3 phase along with soft starter panel, pump set specifications shall conform to pcee/grc's l atest specification and as per site requirement annexure by consignee. the cost is inclusive of dismantling, making concrete foundation work, supply of suitable size foundation bolts and all requisite materials. [ war ranty period: 30 months after the date of delivery ]

corporations/Associations/Others

CTN :39368312 Due date: 07 Mar, 202507 Mar, 2025 11.09 Crore
Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m

Central Government/Public Sector

CTN :39101478 Due date: 21 Feb, 202521 Feb, 2025 NA
Tender For corrigendum : supply of electrical panel with accessories - c83640001432 supply of electrical panel along with busbar - incomer - outgoing - refer annexure 5a - scope of supply , 100000000001 supply of ip55 or above outdoor distribution box having 200a mccb 25ka incomer - refer annexure 5a - scope of supply , 100000000002 supply of ip55 or above outdoor distribution box having 150a mccb 25ka incomer - refer annexure 5a - scope of supply , 100000000003 supplying of lt power cable with aluminium conductor xlpe insulated pvc inner sheathed galvanised steel-3point5 core of size 70sqmm-refer annexure 5a-scope of supply , 100000000004 supplying of lt power cable with aluminium conductor xlpeinsulated pvc inner sheathed galvanised steel-having 3point5 core of size 300 sqmm-refer annexure 5a-scope of supply , 100000000005 supplying of end termination kit with brass compression gland and aluminium lugs for 3point5c x 70sqmm-refer annexure 5a-scope of supply , 100000000006 supply of end terminations kit of 3point5 core 300 sqmm size of cables - refer annexure 5a - scope of supply , 100000000007 supply of material for earthing with copper earth plate 600 mm x 600 mm x 3 mm thick refer annexure 5a - scope of supply , 100000000008 supply of 25 mm x 5 mm copper strip at 0point50 metre below ground -refer annexure 5a - scope of supply , 100000000009 supply of material for earthing with gi earth plate 600 mm x 600 mm x 6 mm thick -refer annexure 5a - scope of supply , 100000000010 supply of 25 mm x 5 mm gi strip at 0point50 metre below ground as strip earth electrode -refer annexure 5a - scope of supply , 100000000011 supplying of 90 mm dia od 90 mm and id 76 mm nominal size hdpe pipe isi marked-refer annexure 5a - scope of supply , 100000000012 supplying of materials for in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level -refer annexure 5a - scope of supply , 100000000013 shifting loading unloading placing installation testing and commissioning of above mentioned panel this includes foundation civil work-refer annexure 5b-scope of erection , 100000000014 shifting loading unloading placing installation testing and commissioning of above mentionedrefer annexure 5b-scope of erection , 100000000015 making end termination with brass compression gland and aluminium lugs for 3point5c x 70sqmm size of pvc insulated -refer annexure 5b - scope of erection , 100000000016 making end terminations of 3point5core 300 sqmm size of cables -refer annexure 5b - scope of erection , 100000000017 installation testing and commissioning of earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories -refer annexure 5b - scope of erection , 100000000018 installationtesting and commissioning of 25 mm x 5 mm copper strip -refer annexure 5b - scope of erection , 100000000019 installation testing and commissioning of earthing with gi earth plate 600 mm x 600 mm x 6 mm thick including accessories-refer annexure 5b - scope of erection , 100000000020 installation testing and commissioning of 25 mm x 5 mm gi strip-refer annexure 5b - scope of erection , 100000000021 laying of one number pvc insulated and pvc sheathed xlpe power cable above 35sqmm and upto 95 sqmm-refer annexure 5b - scope of erection , 100000000022 laying of one number pvc insulated and pvc sheathed xlpe power cable above 185 sqmm and upto 400 sqmm-refer annexure 5b - scope of erection , 100000000023 laying of one number pvc insulated and pvc sheathed xlpe power cable above 185 sqmm and upto 400 sqmm -refer annexure 5b - scope of erection , 100000000024 laying and fixing of one number xlpe or pvc insulated and pvc sheathed or xlpe power cable -refer annexure 5b - scope of erection , 100000000025 mouling through the existing roads in any kind of soil-laying of hdpe pipe 90mm pipes for cables etc-refer annexure 5b-scope of erection , 100000000026 excavation of the cable trenches in hard rock not exceeding 1point5 met

State Government

CTN :39340195 Due date: 20 Feb, 202520 Feb, 2025 53.26 Lacs
Tender For sh formation cutting for carpet area of building retaining wall breast wall as site development - excavation in soil in hilly area by in hard rock (blasting prohibited)) by mechanical means( hydraulicexcavator) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead as per technical specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. recovery for useful stone of 214.14 cubic metre@ rs.300/- cum.(rupees three hundred per cubic metre) amounting to rs 64244 /- only , which shall be done on prorata basis for the quantity of cutting in earth work effected. any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases., 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 mm nominal size) as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 pcc grade m-10 nominal mix 1:3:6(one cement : three sand : six graded stone aggregate ) within all leads and lift including carriage of materials and as per direction of engineer-in- charge. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. , providing and laying stone masonry within hard stone in foundation and plith including levelling up with cement concrete 1:6:12 (one cement :six sand : twelve graded stone aggregate 20mm (twenty millimetre nominal size ) in cement mortar 1:6( one cement :six sand)within all leads and lift including carriage of materials and as per direction of engineer-in- charge., providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm(one hundred milimeter dia pvc pipe extending through the full with of the structures with slop of 1(one)(v):20(twenty)(h) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7. as per mord specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material. as per drawing and technical specification of mord 800 & 1200(eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, i

State Government

CTN :39342551 Due date: 26 Feb, 202526 Feb, 2025 16.94 Lacs
Tender For labour only for minor major repairing of hand pump taking out fallen pipeline assembly removal of unserviceable hand pump construction of foundation block construction of cement concrete plate form construction of sokage pit and civil work in block
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