Latest grade stone Tenders | Government grade stone Tenders

corporations/Associations/Others

CTN :39591506

21 Mar, 2025 4.96 Lacs

Kolkata - West Bengal

Tender For washing and cleaning of different graded stone chips inside asphaltum palmer bazar plant and chingrighata store under roads(m) department.

Central Government And Public Sector

CTN :39566607

17 Mar, 2025 14.89 Lacs

Agra - Uttar Pradesh

Tender For emergency repairs to the complex of the itimad-ud-daulla tomb, agra -supply of materials - repair charges for 0.85 m height old m.s. iron grill with whereas required 40x40x6 mm angle iron frame & 10 mm square bar including straightining, cutting, welding etc. including primer & painting etc. complete in all respect. (rate including g.s.t.), fixing charges for old 0.85 m height m.s. iron grill from the boundary wall with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) having size of 2.00 nos post (0.30x0.30x0.30) m including required labour & t&p. etc. (rate including g.s.t.), taking out / removal of fallen brick work in lime mortar old mughal brick manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. (rate including g.s.t.), earth work in excavation by 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. (rate including g.s.t.), providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding. (rate including g.s.t.), 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 required for proper completion of work as per direction of engineer incharge. (rate including g.s.t.), providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin-charge. the sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (rate including g.s.t.), providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering. as per direction of engineer-in-charge. (rate including g.s.t.), 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). (rate including g.s.t.), providing of 12 mm cement plaster on wall of mix : 1:4 (1 cement: 4 fine sand) including labour and material etc. (rate including g.s.t.), supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads &

CTN :39413928

06 Mar, 2025 9.34 Lacs

Thiruvananthapuram - Kerala

Tender For corrigendum : e-tender for the open gym for women at malappuram - etender for the open gym for women at malappuramfor more details refer tender documents, leg press, shoulder builder, air walker, bench with fixed weight, chest cum seated puller, rower, leg extension, interlocking paver block :- providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints withline sand etc. all complete as perthe direction of engineer-in-charge. (l 24m , w 3m), solid block :- solid block masonry using precast solidblocks(factory made) of size 40x20x15 or nearest available (kerb), cement plaster :- 12mm cement plaster of mix 1:4 (1cement:4 fine sand), cement concrete :- providing and laying in position specified grade of reinforced cement concrete (leg concrete), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:2:4 ( 1 cement : 2 coarsesand : 4 graded stoneaggregate 20 mm nominal size), granular sub base:- providing and laying granular sub base 25mm to 4.75mm, gravel stone aggregate of size 4.75 and down @10.0%, local finesand@18.0%

Central Government/Public Sector

CTN :39527490

21 Mar, 2025 44.51 Lacs

Kolkata - West Bengal

Tender For construction of community centre at murgaghutu and kadma village under csr - 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 , earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by eic , 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 point 5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete , providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level is to 1 is to 3 is to 6 ratio 1 cement is to 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size , providing and laying in position specified grade of reinforced cement concrete including the cost of centering shuttering finishing and excluding cost of reinforcement all work up to plinth level 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc above plinth level up to floor five level including cost of centering shuttering finishing and excluding cost of reinforcement 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in beams suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level including the cost of centering shuttering finishing and excluding cost of reinforcement with 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii ratio 3 graded stone aggregate 20 mm nominal size , brick work with common burnt clay fps non modular bricks of class designation 7 and half in foundation and plinth in cement mortar 1 cement 6 coarse sand , brick work with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level in all shapes and sizes in is to cement ratio mortar 1 is to 6 ratio 1 cement 6 coarse sand , half brick masonry with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level cement mortar 1 is to 4 ratio 1 cement is to 4 coarse sand , supplying and stacking or filling for soak pit at site over burnt jhama brick aggregate 90 mm to 45 mm , cement concrete flooring 1is to 2 is to 4 ratio 1 cement is to 2 coarse sand is to 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate cement make nuvoco lafarge or ultratech or acc or as per direction of eic , steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500 d or more make sail tata jindal , 15 mm cement plaster on the rough side of single or half brick wall of mix is to 1 is to 6 ration 1 cement is to 6 fine sand ratio rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratec

Central Government/Public Sector

CTN :39171274

06 Mar, 2025 NA

Lucknow - Uttar Pradesh

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

Corporations And Associations And Others

CTN :39518305

07 Mar, 2025 NA

Kargil - Jammu And Kashmir

Tender For supply of material likes bricks, course sand, r.c.c slab, manhole, r.c.c gratting , stone agg 10mm & 20mm, r.c.c np-2 class pipe in ward no 36-s dwarka-a /ngz. - laying and jointing pvc pipe. heading, supply of circular shape precast rcc manhole cover and frame 560mm dia ehd-35 at mcd store, providing and fixing precast slab/ grating 70mm thick manufactured with cc 1:2:4 cement 2 sand 4 graded stone aggregate 20mm ., supply of rcc pipes np2 class 300 mm dia at mcd store, supply of precast rcc cover and frame 500 x450 mm horizontal grating at mcd store

CTN :39518564

11 Mar, 2025 5.36 Lacs

Bokaro - Jharkhand

Tender For electrical repairing / re-wiring and changing of electrical items of 9.0 office, konar river side pump house (2 nos.) and civil office under kathara colliery. - wiring for light point /fan point/exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduct, with piano type switch, phenolic laminated sheet, suitable size m.s box and earthing the point with 1.5sq.mm frls pvc insulated copper conductor single core cable etc. as required. group a , supplying & erection of stay set complete (galvanized) with 19/20 mm dia x 1.8 meters long stay rod, anchor plate of size 45 cm x 45 cm x 7.5 mm, thimble, stay clamps, turn buckle (20 mm x 60cm), 7/4.00 mm dia g.i stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 oarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling as required. 2. group b , wiring for light point /fan point/exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduct, with piano type switch, phenolic laminated sheet, suitable size m.s box and earthing the point with 1.5sq.mm frls pvc insulated copper conductor single core cable etc. as required.3. group c , supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings)., supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings)., supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc. as required. 1). 5/6 amps switch, supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc. as required. 2). 3 pin 5/6 amps socket out let, supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc. as required. 3). 15/16 amps switch, supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc. as required. 4). 6 pin 15/16 amps socket out let, supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required., supplying and fixing followings way, single pole neutral, sheet steel, mcb distribution board, 240 volts, on surface / recess, completed with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (but without mcb/rccb/isolator).i) 2 + 4 way / 8 way, double door, supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inclusive for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. i) single pole and neutral., wiring for circuit / sub main wiring along with earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc consult as required. i). 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire, wiring for circuit / sub main wiring along with earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc consult as required. ii). 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire, wiring f

CTN :39491742

07 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb wbm work ward no. 26 to 55, dausa. - 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, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)

CTN :39361666

03 Mar, 2025 50.00 Lacs

Kishangarh - Rajasthan

Tender For w no 14 different works-, earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, 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 onstruction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, ompacting 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, plain cement concrete mix with concrete mixer & vibrator 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 as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 pcc m-20, providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer., providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in-charge. exposed on wall 20 mm nominal outer dia .pipes., earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of engineer for following depths, below naturalground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level code) 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., "providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shutteringt - all work upto plinth level1:1:3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20mm nominal size)", 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) includingpointing with cement mortar 1:2 (1 cement : 2 stone dust) with anadmixture of pigment to match the shade of stone.30.27.1 red sand stone, providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on co

CTN :39487539

04 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max 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 maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)

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Corporations And Associations And Others