Latest brass shutter Tenders | Government brass shutter Tenders

State Government

CTN :45702914

30 Jun, 2026 NA

Rohtak - Haryana

Tender For providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 1. 1:1 :3 (1 cement: 1 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size) ,concrete pipes lowering plain and reinforced concrete pipes and specials into trenches for all depths and laying out the same to correct alignment gradients levels etc., including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. the pipes shall rest on the beds at all points throughout their lengths and to ensure this they shall be grouted in where necessary as described in item no.21.38 including carriage from the stores of the engineer-in-charge and safe delivery thereof at site of works. this includes, loading, unloading, stacking at convenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work

State Government

CTN :45655842

26 Jun, 2026 NA

Barasat - West Bengal

Tender For invitation of item rate quotation for mgnrega works under north 24 parganas district for secure soft rate fixation purpose . - invitation of item rate quotation for mgnrega works under north 24 parganas district for secure soft rate fixation purpose ., first class bricks, first class picked jhama bricks, jhama bats, brick bats (1st class), river sand(local)/silver, coarse sand, medium sand, rubbish, supplying eucalyptus /jhaw bullah piles inclu. dressing & making one end pointed. 10 cm. dia ., supplying eucalyptus /jhaw bullah piles inclu. dressing & making one end pointed. 12.5 cm. dia., supplying eucalyptus /jhaw bullah piles inclu. dressing & making one end pointed. 15 cm dia., supplying eucalyptus /jhaw bullah piles inclu. dressing & making one end pointed. 17.5 cm dia., supplying, dressing and stacking at site bamboo pins above 5.00 cm dia. and up to 7.5cm dia., empty cement polythene bags in good condition, hume pipe np-2(r.c.c. spun pipe) 300 mm dia, hume pipe np-2(r.c.c. spun pipe) 450 mm dia, hume pipe np-2(r.c.c. spun pipe) 600 mm dia, hume pipe np-2(r.c.c. spun pipe) 700 mm dia, hume pipe np-2(r.c.c. spun pipe)900 mm dia, coller of pipe 300m dia, coller of pipe 450 m dia, coller of pipe 600 mm dia, coller of pipe 700 mm dia, coller of pipe 900 mm dia, hume pipe np-3 (spigot) 450 m dia, hume pipe np-3 (spigot) 600 mm dia, hume pipe np-3 (spigot) 900 mm dia, hire charges of roller, cement, tor steel rods/hysd/fe415/fe500/fe 500 d, tor steel rods/hysd/fe415/fe500/fe 500 d, fine sand, salbullah ( avg 10cm dia), sal bullah (avg 12.5cm dia), sal bullah (avg 15 cm dia), sal bullah (avg 17.5 cm dia), nail, stone screening type a (13.2 mm), stone screening type b (11.2mm), 1st class kiln burnt brick (traditional), supply of thermocol 12.5 mm thick, polythene sheet (150 gm per sqm), stone aggregate(single size): 10 mm nominal size, stone aggregate(single size): 40 mm nominal size, g i wire, hire charges of mixture machine, hire charges of vibrator (needle type 40mm), display board for community, display board for ibs, jute rope, coconut rope, poly rope, lime dust, spade/shovel, wire, mugs, buckets, 25mm to 30mm shuttering without staging in foundation, loading & unloading & stacking sand/stone aggregates (less than 40mm nominal size), loading & unloading & stacking sand/stone aggregates (above than 40mm nominal size), loading & unloading & stackinglime ,moorum,building rubish and similarmiscellaneous material

CTN :45622189

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss meghasar - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., 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 mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement 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 reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spir

CTN :45622192

25 Jun, 2026 9.81 Lacs

Bikaner - Rajasthan

Tender For civil work in gups 3 km - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand) add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc.good soil of earth filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), random rubble dry stone kharanja under floor., 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 mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement 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 reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix, providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level includin

CTN :45622194

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss kesardesar jatan - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., 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 mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement 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 reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases

CTN :45622197

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss bijeri - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., 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 mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement 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 reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral

CTN :45622199

25 Jun, 2026 34.59 Lacs

Bikaner - Rajasthan

Tender For civil work in gsss 4 bgm - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth 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 reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., 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 mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement 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 reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircas

CTN :45606733

27 Jun, 2026 1.93 Lacs

Malda - West Bengal

Tender For procurement of materials and repairing of pump house, internal wiring at fatepur-i hdtw( ml no 238) mouza, jl no 35, plot no 634, fatepur-ii hdtw( ml no 3) jl no 35, plot no 78 under fatepur mouza, at old malda block, malda. - procurement of materials, c.i. sluice valve with hand wheel, 151marked,15:14846. ) 150 rnrn dia. (sor wrdd ch)13.00 rates of materials for the program 2021-2022 item no-18a) page- 3), 150 mm dia ms plate flange ( rate approved by se dated 14.05.2020), repairing of pump house, stripping off worn out plaster and raking out joints of walls, celings etc. up to any height and in any floor including removing rubbish and stacking anywhere within the compound as directed., dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m in ground floor including roof. (a) up to 150 mm. thick, dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) in ground floor including roof, single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand., cement concrete with graded stone ballast (40 mm size) excluding shuttering in ground floor. (a) pakur variety a) 1:3:6 proportion, hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (a) 25 mmto 30 mm thick wooden shuttering as per decision and direction of engineer-in charge., reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial strightening and removal of loose rust (if necessary), cutting requisite length, hooking and binding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) for works in foundation, basement and upto roof of ground floor /upto 4 m. ( i ) tor steel/mild steel. ii. jsw/jspl/shyam/srmb/ bmasl/elecrosteel/ssl, ordinary cement concrete (mix 1:1.5:3) with graded stone chips ( 20 mm down ) excluding shuttering and reinforcement. if any,in ground floor. as per is 456-2000. a) pakur variety (rate analysis), plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor)(b) with (1:4) cement mortar. (ii) 15 mm thick plaster, neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc., artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 kg/sq.m all complete including all materials and labour. in ground floor. 3 mm thick topping (high polishing grinding on this item is not permited) with ordinary cement. (iii) 25 mm thick, applying interior grade acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive distemper/ acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the eic. (in ground floor)applying interior grade acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive distemper/ acrylic emulsion paint

State Government

CTN :45586913

17 Jul, 2026 3.72 Crore

Ambala - Haryana

Tender For tender for supply of shifting of transmission lin - earth work in excavation of foundations of bridges culverts , buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a for ordinary gravel soil involving pick work l_r ref no 6.7a of pb csr2020 , cement concrete 1_4_8 with stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric typet_r ref no. 10.11 b ii of pb csr 2020 , fixing , leveling , centering , alignment and setting of stubs complete in all respect satisfaction of engineer in charge (lumsum) n/s item , cold twisted deformed ribbed_tor steel bar bars fe 500 grade as per is _1786_2008 for rcc works , where not included in the complete rate of rcc including bending and placing in position in complete t_r ref no. 18.18 of pb csr2020 , shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering) ref no. 9.1 of pb csr2020 , centering and shuttering for columns (square or rectangular or polygonal in plain) ref no. 9.4 of pb csr2020 , reinforced cement concrete m_20 mechanically batch mixed using batch type concrete mixer as by is_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. ref no. 10.15 of pb csr2020 , extra for pumping charges of batch mix concrete _ready mix conrete work rmc ref pb csr 2020 item no. 10.46 , extra for using admixture in designed mix concrete ref pb csr 2020 item no. 10.50 , extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km ref pb csr 2020 item no. 10.47 , design , testing , fabrication , supply , erection , foundation of 220 kv monpole pd 30 degree_60 degree bxa_32m , m60_3000lg 8.8 grade bolts with all parts like cross arms , bolts and nuts , step bolts , u bolts , d shackles etc complete in all respect , cpri vetting charges of monopoles , supply of stubs of 220kv m/c tower type nmd krr design (weight 1901.28kg ht and 720kg ms including gi nuts and bolts weight 39.36 kg ) , supply of tower body of 220kv m/c tower type nmd+0 mtr. extn. krr design (weight 16094.64 kg ht and 8678.83 kg ms ncluding gi nuts and bolts weight 1111.15 kg) , supply of tower body including extension of 220kv m/c tower type nmd+3 mtr. extn. krr design (weight 17774.9 kg ht and 9697.23 kg ms ncluding gi nuts and bolts weight 1250.18 kg) , supply of stub template suitaible for 220kv m/c tower type nmd+3 mtr. extn. krr design (weight 1230.92 kg ms ncluding gi nuts and bolts weight 49.16 kg) , earthing arrangement of towers complete in all respect , danger plate , number plate , phase plate set of 3 , anti climbing device (acd) with concertrina wire , acsr conductor zebra 0.4 sq inch (copper eq.) , 220kv 160kn polymer string insulator , double tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect , straight joint for acsr zebra 0.4 sq. inch (copper eq.) , vibration damper for acsr zebra 0.4 sq. inch (copper eq.) , bird guard , ladder/step bolts with washers. , form box , span marker_globules day marking sphere , 24 fibre(dwsm) opgw fibre optic cable , opgw tension fitting complete , opgw vibration damper , opgw joint box , opgw down lead clamp , erection of towers , stringing and sagging of conductors , earth wire/opgw wire and accessories , including tack welding of bolts complete in all respect , dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to bbmb store panipat.

State Government

CTN :45587085

17 Jul, 2026 5.08 Crore

Ambala - Haryana

Tender For tender for supply of raising height of transmission line -earth work in excavation of foundations of bridges culverts , buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a for ordinary gravel soil involving pick work l_r ref no 6.7 a of pb csr2020 , cement concrete 1_4_8 with stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric type t_r ref no. 10.11 b ii of pb csr 2020 , fixing , leveling , centering , alignment and setting of stubs complete in all respect satisfaction of engineer in charge lumsum n_s item , cold twisted deformed ribbed_tor steel bar bars fe 500 grade as per is _1786_2008 for rcc works , where not included in the complete rate of rcc including bending and placing in position in complete t_r ref no. 18.18 of pb csr2020 , shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering) ref no. 9.1 of pb csr2020 , centering and shuttering for columns square or rectangular or polygonal in plain ref no. 9.4 of pb csr2020 , reinforced cement concrete m-20 mechanically batch mixed using batch type concrete mixer as by is_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. ref no. 10.15 of pb csr2020 , extra for pumping charges of batch mix concrete _ready mix conrete work rmc ref pb csr 2020 item no. 10.46 , extra for using admixture in designed mix concrete ref pb csr 2020 item no. 10.50 , extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km ref pb csr 2020 item no. 10.47 , design , testing , fabrication , supply , erection , foundation of 220 kv monpole pd 30degree-60degree bx__36m , m60-3000lg 8.8 grade bolts with all parts like cross arms , bolts and nuts , step bolts , u bolts , d shackles etc complete in all respect , design , testing , fabrication , supply , erection including foundation of 220 kv monpole pd 30degree_60degree bxa_24m , m56_2500lg 8.8 grade bolts with all parts like cross arms , bolts and nuts , step bolts , u bolts , d shackles etc.complete in all respect. , cpri vetting charges of monopoles , supply of stubs of 220kv m_c tower type nmd krr design weight 1901.28kg ht and 720kg ms including gi nuts and bolts weight 39.36 kg , supply of tower body including extension of 220kv m_c tower type nmd plus 6 mtr. extn. krr design weight 18905.99 kg ht and 11081.5 kg ms ncluding gi nuts and bolts weight 1316.41 kg , supply of stub template suitaible for 220kv m/c tower type nmd plus 6 mtr. extn. krr design weight 1230.92 kg ms ncluding gi nuts and bolts weight 49.16 kg , earthing arrangement of towers complete in all respect , danger plate , number plate , phase plate set of 3 , circuit plate set of 2 , anti climbing device acd with concertrina wire , acsr conductor zebra 0.4 sq inch copper eq. , earth wire 7_3.15mm , 220kv 160kn polymer string insulator , double tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect , single tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect , straight joint for acsr zebra 0.4 sq. inch (copper eq.) , single tension hardware fitting suitaible for earth wire size 7_3.15mm , straight joint for earth wire size 7_3.15mm , vibration damper for acsr zebra 0.4 sq. inch (copper eq.) , vibration damper for earth wire size 7_3.15mm , bird guard set of 3 , ladder/step bolts with washers. , form box , span marker_globules day marking sphere , erection of towers , stringing and sagging of conductors , earth wire and accessories , including tack welding of bolts (about 750 bolts) complete in all respect , dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to bbmb store panipat.

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