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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :39410618 Due date: 25 Feb, 202525 Feb, 2025 NA
Tender For construction of gravel approach road (25.00 mtrs.), construction of plinth, road over plinth, effluent pits with suitable bundhs/embankment etc. cleaning of plinth, construction cc/rcc foundations with pillow foundation to suit dm-05 rig out fit at wdw 238, kathalguri & for any other location in cf-east area including supply of all materials except cement

State Government

CTN :39414761 Due date: 05 Mar, 202505 Mar, 2025 15.46 Lacs
Tender For extension of control room building and plinth heightening of existing foundation of station service transformer at rabindrabhavan 33/11kv substation under south malda division in the district of malda

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

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 :39230408 Due date: 21 Feb, 202521 Feb, 2025 47.20 Lacs
Tender For package-15 - earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level.depth upto 1.5 m, providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.grading - iii material, providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to linesand grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m-20 -base of drain work, reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete.mild steel and medium tensile steel bars., centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete.

CTN :39238104 Due date: 28 Feb, 202528 Feb, 2025 NA
Tender For supply of instalation of war memorial at pctc - construction of plinth wall , pcc concrete flooring , construction of pedestal at centre of the plinth size 9.5 ft x 9.5 ft x 10 ft , debris and soil filling and compacting of the plinth , ground leveling and earch excavation for foundation work

Central Government/Public Sector

CTN :39238174 Due date: 27 Feb, 202527 Feb, 2025 NA
Tender For supply of plinth (foundation) prefabricated structure

State Government

CTN :39242492 Due date: 24 Feb, 202524 Feb, 2025 2.35 Crore
Tender For work of setc of additional 11kv 630amps sf6 rmu and associated civil work for foundation of rmu plinth for conversion of the balance dtc on the 11kv anjuna feeder to ug system, emanating from mapusa sub station, under sd-ii, mapusa
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