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State Government

CTN :45586913 Due date: 17 Jul, 202617 Jul, 2026 3.72 Crore
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 Due date: 17 Jul, 202617 Jul, 2026 5.08 Crore
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.

CTN :45407738 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For bid to ras supply of retro-fit emission control equipment for diesel generators (v2) , fabricated from structural steel sections incl nut, bolts, washers and one prime coat , m & l pcc cement concrete foundations, filling and mass concrete m-10 (volumetric mix) using 40mm gd

Central Government/Public Sector

CTN :45593352 Due date: 15 Jul, 202615 Jul, 2026 NA
Tender For dismantling of redundant ohe structure foundation, casting of cement concrete muff on ohe structure foundations & cleaning and painting of ohe structure foundation in churchgate-virar section.

corporations/Associations/Others

CTN :45582292 Due date: 07 Jul, 202607 Jul, 2026 7.66 Crore
Tender For construction of 132/66/33kv control room building, 2 nos.132/33kv tr bay foundations, cable trench, comp. wall, rcc road, etc. at existing 132kv narol s/s under nadiad circle

corporations/Associations/Others

CTN :45596308 Due date: 08 Jul, 202608 Jul, 2026 19.99 Lacs
Tender For construction of line bay foundations, cable trench and miscellaneous civil works at various 66 kv sub-station under am division ranavav under tr circle jamnagar. [link line 2024-25]

CTN :45306927 Due date: 29 Jun, 202629 Jun, 2026 958.40 Crore
Tender For corrigendum : construction of shell & core in twin office towers (t1 & t2) on either side of the amaravati quantum computing centre with raft or pile raft foundations, rcc core, pt &conventional beams and slabs, water proofing and expansion joint works complying to requirements of edge advance certification for quantum valley tech park, amaravati, andhra pradesh at amaravati quantum valley, andhra pradesh-design &build lump sum contract (% percentage tender) system

CTN :45533008 Due date: 20 Jun, 202620 Jun, 2026 4.60 Lacs
Tender For one panchayath one playground - development of vankulathuvayal stadium in azhikode grama panchayath in azhikode lac, kannur -supply and installation of outdoor gym equipment - retender - open gym equipment, od405580/2025-2026 horse rider - supply and installation of horse rider having the following specifications: dimensions: (l x w x h) 1140 x 400 x 1400 mm. main frame - 114 mm od b class gi pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. foundation cover cap - dome shape of pp / nylon / hdpe material. remaining frame is made by 48 mm od b class gi pipe. seat frame is made by 48 mm od b class gi pipe. seat position must be horizontal to 110 -120 degree. link- made up of 48 mm od b class g.i. pipe. angle between link and ground position is 10-20 degree. handle - 33 mm od b class gi pipe. paddle vertical support - 60 mm od b class gi pipe. handle frame- 42 mm od b class gi pipe dually bending design. foot pipe - 33 mm od b class gi pipe. support frame 10 mm thick ms flat is used. seat- dimension 320 x 270 x 100 mm blow moulded wall thickness 4mm material hdpe. bearing bush closing cap pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing - use is 6005 permanent lubricated reputed brand. bearing bushes - 60mm od seamless pipe. pin made of 25 mm m.s. bright bar. grips - high quality rubber 46 mm od. circlips a 24 circlips are used for assembly. coating - best quality of powder coating 60 to 70 micron. safety instructions and exercise chart - start &finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405586/2025-2026 leg press (double) - specifications: dimensions: (l x w x h) = 1676 x 400 x1500 mm. main frame - 114 mm od ?b? class gi pipe. foundation plate m.s. round plate of 250 mm &8 mm thick. foundations cover cap - dome shape of pp / nylon / hdpe material. link - is 60 mm od b? class gi pipe. seat frame - 42 mm od b class gi pipe. leg press back rest should be angled in 120 -130 degree. footrest - cast iron 124 x 296 x 5 mm thick and m.s plate of 2 mm thick use to support it. seat & back rest ? 380 x 275 x 60 mm thick high-density polyethylene (hdpe) blow molded with m10 integrated wall thickness 3 to 4 mm. link connected with frame by 8 mm thick laser cutting ms profile. top closing cap ? dome shape made by pp / nylon / hdpe material. closing cap?s- pp / nylon / hdpe material. foundation stool: made from main pipe 88 mm od m.s pipe and top support of m.s. round plate of 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing- use is 6005 permanent lubricated reputed brand. pin 25 mm m.s. bright bar pin. bearing bushes - 60 mm od seamless pipe. circlip? a 24 circlips are used for assembly. coating - best quality of powder coating 80 -120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od405583/2025-2026 back extension - supply and installation of back extension having the following specifications: dimensions: (l x w x h) 1060 x 730 x 990 mm. main frame - made from 88 mm od b class g.i. pipe. foundation plate m.s. round plate of 250 mm & 8 mm thick. leg support - 42 mm

CTN :45533036 Due date: 20 Jun, 202620 Jun, 2026 7.99 Lacs
Tender For one panchayath one playground- development of ezhikkara grama panchayath ground in paravur lac, ernakulam district- supply and installation of open gym equipment - retender - inauguration stone and interlock laying for open gym area, od34726/2026-2027 providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. area of slab over 0.50 sqm, 16.21 engraving letters in hard stone, od419846/2025-2026 providing and laying of interlock concrete block pavements having thickness 60mm (m35) as per drawings and technical specification clause 1504 confirming to is 15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6 mm metal including edge concreting for 300mm width and 150mm depth with cc m35( @ 0.045 m3/m), supply and installation of open gym equipment, od27550/2026-2027 chest press (double) - supply and installation of double chest press having the following specifications: dimensions: (l x w x h) 1955 x 710 x 1900 mm. main center pipe - ø 114 mm od ?b? class gi pipe. foundation plate ?m.s. round plate of ø 250mm & 8 mm thick. foundations cover cap- dome shape of pp / nylon / hdpe material. remaining frame - made up of ø 48 mm od ?b? class g.i. pipe. handle - made up of ø48mm od ?b? class g.i. pipe. link - made up of ø 48 mm od ?b? class g.i. pipe. seat & back rest ? 380 x 275 x 60 mm thick high-density polyethylene (hdpe) blow molded with m10 integrated wall thickness 3 to 4 mm. bearing bush closing cap?s? pp / nylon / hdpe material. handle must be connected with frame by 8 mm laser cutting ms profile. top closing cap ? dome shape made by pp / nylon / hdpe material. foundation stool: made from main pipe ø 88 mm od m.s pipe and top support of m.s. round plate of ø 250 mm & 8 mm thickness is welded top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. bearing - use is 6005 permanent lubricated reputed brands. pin ? made up of ø 25 mm m.s. bright bar pin. bearing bushes - ø 60 mm od seamless pipe. grips - high quality rubber ø 46 mm od. circlips?a 24 circlips are used for assembly. coating - best quality of powder coating 80-120 micron. safety instructions and exercise chart - start & finish position stick on product. all joints must be welded as per is standards and zinc primer paint should be applied at all the welding points prior to finishing. (foundation shall be m20 cc and design shall be approved by the engineer-in -charge before installation.), od30940/2026-2027 surfboard - dimensions: (l x w x h) 1090 x 890 x 1390 mm. main frame made from two pipes of ø 114 mm od b class gi pipe. foundation plate m.s. round plate of ø 250 mm & 8 mm thick. connecting pipe - ø 88 mm od b class gi pipe is used to connect both main frame pipes at top end and ø 42 mm pipe is used to connect at bottom end. handle - ø 42 mm and ø 33 mm od b class gi pipe. support pipe ø 60 mm must be used to support leg movement frame. leg movement frame ø 42mm od b class gi pipe. footrest - cast iron 325 x 270 x 8 mm thick and m.s. plate of 250 x 200 x 2 mm thick use for to support it. bracket - 8mm thick laser profile is used to support leg movement frame. top closing cap dome shape made by pp / nylon / hdpe material. closing caps pp / nylon / hdpe material. foundation stool: made from main pipe ø 88 mm od m.s pipe and top support of m.s. round plate of ø 250 mm & 8 mm thickness is welded at top. square tube of 30 x 30 x 2 mm must be used to support center pipe. height of stool is 3 ft. foundation stool is embedded in c.c. stock below ground level. grips - high quality

corporations/Associations/Others

CTN :45582293 Due date: 07 Jul, 202607 Jul, 2026 5.21 Crore
Tender For construction of control room building panel room on first floor, foundations, cable trench, compound wall retaining wall, rcc road, box culvert and miscellaneous civil works at 66 kv mahuva ii ss, ta mahuva and dist bhavnagar under amreli circle
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