Latest safety case Tenders | Government safety case Tenders

CTN :41037845

22 Jul, 2025 13.50 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/01 - panchayat pipra vijayavar nuna nadi me high level rcc pul ka nirman karya, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification, well curb(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, i) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709

CTN :41037852

22 Jul, 2025 13.59 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/02 - construction of rcc h.l. bridge in pagal chauk se kesa tola chainage 2.200 km par pul nirman karya, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i. ordinary soil, i) upto 3m depth, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification, well curb(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, rcc m-30, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, rcc m-35 (using batching plant, transit mixer and concrete pump), i) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the struct

Central Government/Public Sector

CTN :40905444

21 Jul, 2025 NA

Samastipur - Bihar

Tender For supply of one coach set of air spring for vb/train set coaches, as per drawing: m/s gmt drg no. 17308901 rev-05 , qty-04 nos. item to be as per m/s ec engineering specification no mt18br2 001467-02., packing instruction: 1. packing as per standard packing. it should be en sured that item should not rub during transportation. the item should be packed with adequate strength. transit damage if any shall be at the cost of supplier. 2. in addition to this, the following instructions can be considered to be added to the packing instr uctions for ensuring proper identification and linkage of the items against the purcha se orders:- a. the item and its packing shall carry a qr code sticker containing the det ails as listed below:- a. name of the manufacture b. purchase order number c. purchase order date d. unique serial number (or lot number for bulk items) of the manufacturer or e. date of manufacture f. delivery challan no. g. delivery challan date b. the qr co de shall be as per iso/iec 18004 model2 and the data shall be available as xml using the tags detailed above. c. in case the above details are not available or the qr codes are not readable, the supplied material is liable to be rejected [ warranty period: 48 months after the date of delivery ]

CTN :40901797

21 Jul, 2025 NA

Tiruchirappalli - Tamil Nadu

Tender For supply of transit case to drg no 44p 30041* 2 required for 14.5/20mm amr

CTN :40902342

21 Jul, 2025 NA

Tiruchirappalli - Tamil Nadu

Tender For supply of transit case to drg no 44p 30041* 2 required for 14.5/20mm amr

Central Government/Public Sector

CTN :40682737

30 Jul, 2025 NA

Kanakapura - Karnataka

Tender For supply of air spring assembly (160 kn) for lhb coaches (rdso spec. no. rdso/cg/s/2300 2, rev. nil)-(qr code as per cde/rcf letter no. md44121 dt. 24.11.2021.), as per drawing: mplbga slhbos version 1, packing instruction: 1. packing as per standard packing. it should be ens ured that item should not rub during transportation. the item should be packed with a dequate strength. transit damage if any shall be at the cost of supplier. 2. in addition to this, the following instructions can be considered to be added to the packing instr uctions for ensuring proper identification and linkage of the items against the purcha se orders:- a. the item and its packing shall carry a qr code sticker containing the det ails as listed below:- a. name of the manufacture b. purchase order numb er c. purchase order date d. unique serial number (or lot number for b ulk items) of the manufacturer or e. date of manufacture f. delivery challan no. g. delivery challan date b. t he qr code shall be as per iso/iec 18004 model2 and the data shall be available as xml u sing the tags detailed above. c. in case the above details are not available or the qr c odes are not readable, the supplied material is liable to be rejected. [ warranty period: 84 months after the date of delivery ]

CTN :40684889

16 Jul, 2025 45.00 Lacs

Ernakulam - Kerala

Tender For supply of digital high speed flow visualization camera with standard accessories - ultra compact rugged high speed camera , gige data cable , power trigger adapter pigtail cable , power supply , camera control software , c to f mount adapter , manual trigger switch , lens 50 mm f 1.8 , rugged transit case for camera and accessories , rugged shock proof portable camera control system

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