Latest pan mixer machine Tenders | Government pan mixer machine Tenders

CTN :41117346

31 Jul, 2025 24.94 Lacs

Multi City - Karnataka

Tender For procurement of various materials for the new construction of cc drainage and others works under nrega scheme in andalagi gp limit phase 3 - add 2 4% centering charges (since centering area increased) andalagi0, add watering charges at 1 % on material andalagi0, add watering charges at 1% on labour andalagi0, painter class i andalagi0, add brush, putty, sand paper at 2% on cost of paint andalagi0, water proofing cement paint andalagi0, add providing and removing scaffolding at 3% on labour andalagi0, burnt bricks class 35 (non modular) andalagi0, mason class ii (with tools) andalagi0, hom of vibrator 0.71 days andalagi0, plasticizer / super plasticizer andalagi0, add handling, loading and unloading at 2% on material andalagi0, silver oak or equivalent planks 38 mm thick andalagi0, jungle wood runners and planks andalagi0, binding wire andalagi0, tmt bars fe 500 andalagi0, add handling, loading and unloading at 1% on material andalagi0, casurina poles 100 - 150 mm andalagi0, boulders andalagi0, size stone 20 x 20 x 25 cms andalagi0, mixer (concrete small used in culvert) andalagi0, bond stone 20 x 20 x 45 cm andalagi0, rubble stones andalagi0, add watering charges at 1% on material andalagi0, mixer (concrete) - 1 cum capacity andalagi0, portland cement andalagi0, coarse sand (zone iii) andalagi0, broken stone aggregate 12 mm to 10 mm size andalagi0, broken stone aggregate 20 mm size andalagi0, broken stone aggregate 40 mm size andalagi0

CTN :41090522

24 Jul, 2025 6.98 Lacs

Multi City - Karnataka

Tender For supply of materials and machinery for rennovation of public drinking water open well near govt dhoni nala at telsang villege of athani taluk - providing and fixing m.s. gate as per chief architect drawing, using 50mm x 50mm 14 guage m.s.hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm squarerods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm m.s. flats for horizontal member andat the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. all thesteel surface should be thoroughly cleaned free of rust etc, providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangularpoles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottomas required including cost of all materials, labour, lead and lifts and as per the directions of the engineer-in-charge ofwork including two coats of approved quality paint over one coat of shop paint, supplying and fixing m.s. rectangular poles made out of 2 equal angles of 65x65x6 mm weldedtogether and fixed in cc with 2 nos 16mm dia m.s. hold fast rods each of length 25 cms. including cost ofall materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts andas per the directions of the engineer-in - charge of the work and including providing 2 coats of approved quality paintover one coat of shop painting etc, fabricating, supplying and erecting m.s. tubulartruss of all span with prefabricated steel applicationsusing quality material and are durable reliable and corrosion abbrasion resistant. welding shall conform to lateststructural welding code. quality shall be on various parameters like shape , size, design guage and polish. the entiretruss is achored in rcc cloumn by using four numbers of achor bolts at each support with 10 mm thick base plateand shoe plate. the work includes cutting , etc, atn9 hom of vibrator 0.71 days, atn8 plasticizer / super plasticizer, atn7 mixer (concrete) - 1 cum capacity, atn6 portland cement, atn5 broken stone aggregate 12 mm to 10 mm size, atn4 broken stone aggregate 20 mm size, atn2 coarse sand (zone iii), atn12 centering, shuttering, strutting, propping etc, atn11 binding wire, atn10 tmt bars fe 500

CTN :41091157

31 Jul, 2025 7.36 Lacs

Ranebennur - Karnataka

Tender For supply of for material for nrlm shed work site at karur gp under mgnrega scheme - tmt bars fe 500_ nrlm work site at karur gp, portland cement_ nrlm work site at karur gp, ceramic tiles 30 x 30 cms_ nrlm work site at karur gp, reeded glass 3 mm thick_ nrlm work site at karur gp, vitrified tiles 600x600 mm_ nrlm work site at karur gp, white cement_ nrlm work site at karur gp, cast iron spike_ nrlm work site at karur gp, anchor bolts 750mm_ nrlm work site at karur gp, solid concrete blocks 40 20 20 cms 5 n sqmm_ nrlm work site at karur gp, chlorinated polyvinyl - chloride (cpvc) pipe 25 mm outer dia_ nrlm work site at karur gp, pvc pipes 10kgf / sqcm 90mm outer dia_ nrlm work site at karur gp, teak wood beading 20 x 20 mm_ nrlm work site at karur gp, casurina poles 100 - 150 mm_ nrlm work site at karur gp, tools and plants at 2% on material_ nrlm work site at karur gp, tools & plants and electrical charges at 2%_ nrlm work site at karur gp, add brush at 1% on cost of paint_ nrlm work site at karur gp, add wire brush, fine steel wool, putty, sand paper, at 3% on cost of paint_ nrlm work site at karur gp, add white lead paint, gasket, cement, sand for making good the wall and floor at 2% on material_ nrlm work site at karur gp, add cement sand and grit 1% on material_ nrlm work site at karur gp, add 5% for fittings and wastage charges_ nrlm work site at karur gp, handling loading and unloading 3% on material_ nrlm work site at karur gp, labour charges for lifting and placing in position and making connection at 7% on material_ nrlm work site at karur gp, add brush, putty, sand paper, roller at 5% on cost of paint_ nrlm work site at karur gp, add brush, putty, glue at 5% on cost of paint_ nrlm work site at karur gp, add 15% wastage_ nrlm work site at karur gp, add 5% wastage charges_ nrlm work site at karur gp, add cutting and other wastage 5%_ nrlm work site at karur gp, add providing and removing scaffolding at 3% on labour_ nrlm work site at karur gp, add handling , loading and unloading at 1% on material_ nrlm work site at karur gp, add handling , loading and unloading at 2% on material_ nrlm work site at karur gp, add watering charges at 1 % on material_ nrlm work site at karur gp, enamel metal paint_ nrlm work site at karur gp, ready mix primer paint (ready mix red lead paint)_ nrlm work site at karur gp, polyenthylene water storage tank of specified capacity l_ nrlm work site at karur gp, enamel paint_ nrlm work site at karur gp, dry distemper_ nrlm work site at karur gp, binding wire_ nrlm work site at karur gp, plasticizer / super plasticizer_ nrlm work site at karur gp, ms plates 40 x 6 mm _ nrlm work site at karur gp, ms square rod 16 x 16 mm _ nrlm work site at karur gp, ms plate 12 mm x 6 mm _ nrlm work site at karur gp, base plate / base plate_ nrlm work site at karur gp, gusset plates 6 mm thick_ nrlm work site at karur gp, ms angle iron 40mm x 40mm x 6mm, 23 metre in length at 3.5 kg per metre_ nrlm work site at karur gp, ms angle iron 50mm x 50mm x 6mm, 33.8 metre in length at 4.5 kg per metre_ nrlm work site at karur gp, whitening_ nrlm work site at karur gp, hom of cutting and grinding machine - 1_ nrlm work site at karur gp, mixer (concrete small used in culvert)_ nrlm work site at karur gp, add_ nrlm work site at karur gp, unit cost as per the specification_ nrlm work site at karur gp, lead or pvc connection pipe 32mm dia (for wash basin)_ nrlm work site at karur gp, c.i. / m.s. brackets for flushing cistern_ nrlm work site at karur gp, brass stop cock_ nrlm work site at karur gp, cp brass waste 32 mm of standard pattern_ nrlm work site at karur gp, cp brass chain with plug_ nrlm work site at karur gp, copper plated brass piller tap 15mm_ nrlm work site at karur gp, white vitreous china clay flat back wash basin size 550x400mm_ nrlm work site at karur gp, vitreous china orrisa type w.c. pan size 580 mm_ nrlm work site at karur gp, mechanic class ii/mechanic hmp grade i/eme grade_ nrlm work site at karur gp,

CTN :41082917

22 Jul, 2025 3.59 Crore

Patna - Bihar

Tender For state scheme (nabard)/25-26/barsoi/01 - construction of hl rcc bridge from ganjan to vibhor hat road at ch.-1.720km, 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 island 8 m diameter for construction of pile foundation. assuming depth of water 4.0 m and height of island 4.5 m., dismantling of reinforced concrete pile head complete as per drqwing and technical specification, providing and laying of pcc m15 levelling course 150mm thick below the pile cap. ii. pcc grade m-15 (levelling course), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification. pile cap in rcc m-35, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 6 mm thick as per detailed drawing., r.c.c. grade m-35 in substructure complete as per dwg & tech specification i) upto 5m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-40 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 500) 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 pot-ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, ptfe surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per irc: 83 part-i & ii respectively and other parts conforming to bs: 5400, section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved 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, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ii. rcc m-35, supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3, provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd r

CTN :41082915

22 Jul, 2025 9.97 Crore

Samastipur - Bihar

Tender For (nabard)/25-26/samastipur/01 - construction of hl rcc bridge over shanti river in chakmahesshi panchayat near chakmaheshi dhala, 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationrcc m-35ii) from 5m upto 10m height (using concrete mixer), 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, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3,

CTN :41059441

21 Jul, 2025 16.50 Lacs

Pathanamthitta - Kerala

Tender For mgnrega re e tender fy 2025-26 - 0295 stone aggregate(single size):20 mm nominal size, 0297 stone aggregate(single size): 10 mm nominal size, 0982 coarse sand (zone iii), 0367 portland cement, 0002 hire charges of concrete mixer 0.25 to 0.40 cum with hopper, 0012 vibrator (needle type 40 mm), 7319 wall form panel 1250x500 mm, 7326 corner angle 45x45x5 mm 1.50 m long, 7327 100 mm channel shoulder 2.5 m long, 7328 double clip (bridge clip), 7329 single clip, 7330 m.s. tube 40 mm dia, 4009 mild steel tubes hot finished welded type, 1215 welding by electric plant, mr113 galvanised wire mesh of average width of aperture 1.4 and nominal dia. of wire 0.63 mm, 1219 wire nails, 1023 galvanised steel j or l hooks 8 mm dia, 1208 bitumen washer, 1209 g.i. plain washer thick, mr186 precoated aluminium trafford sheet 0.450mm thick, 0293 stone aggregate(single size):40 mm nominal size, mr2 solid block masonry of size 30x30x20cm, 1005 twisted steel bars/deformed bars, mr52 pvc pipe 75mm outer dia 6kgf/cm2, mr53 pvc pipe 75mm outer dia 4kgf/cm2, mr70 pvc bend 75mm dia

CTN :41024712

25 Jul, 2025 6.41 Lacs

Multi City - Karnataka

Tender For for the procurement of school compound work cuntsruction of various materials gp uppanasi - display board / cib_1upi, lumpsum material_1upi, painter class i_1upi, add brush, putty, sand paper at 2 percentage on cost of paint_1upi, water proofing cement paint_1upi, add providing and removing scaffolding at 3 percentage on labour_1upi, add handling , loading and unloading at 1 percentageon material_1upi, casurina poles 100 to 150 mm_1upi, brick_1upi, add formwork at 4 percentage out of material and labour_1upi, mason class i (with tools)_1upi, broken granite metal 10 mm_1upi, granite metal 20 mm_1upi, granite metal 40 mm_1upi, mixer (concrete small used in culvert)_1upi, bond stone 20 x 20 x 45 cm_1upi, rubble stones_1upi, add watering charges at 1 percentage on material_1upi, mixer (concrete) 1 cum capacity_1upi, portland cement_1upi, coarse sand (zone iii)_1upi, broken stone aggregate 12 mm to 10 mm size_1upi, broken stone aggregate 20 mm size_1upi, broken stone aggregate 40 mm size_1upi

CTN :41037856

22 Jul, 2025 7.68 Crore

Jhajha - Bihar

Tender For mgsy/25-26/jhajha/01 - construction of rcc hl bridge on kiyajori se maharaidih, foundation, 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, 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 @ rs. 5526.00 for each island.), providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationii) from 5m upto 10m height (using concrete mixer), 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, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement con

CTN :41037837

22 Jul, 2025 15.13 Crore

Bhabhua - Bihar

Tender For mgsy/25-26/bhabhua/01 - name of work: construction of proposed hl rcc bridge on durgawati river at swar gadh of rampur block in the dist-kaimur(bhabhua), length- 111.60mfoundationexcavation for structuresearthwork 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-35 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, 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 @ rs. 5526.00 for each island.), carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of loada) initial load test on test pile for 2.5 times the design load specified in drawings1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructurer.c.c. grade m-30 in substructure complete as per dwg & tech specificationrcc m-30 (using batching plant, transit mixer and concrete pump)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), 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, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructureproviding and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and p

CTN :41037847

22 Jul, 2025 12.35 Crore

Begusarai - Bihar

Tender For mgsy/25-26/begusarai/01 - construction of h.l rcc bridge ( 6 x 21.750 m) in between mathar kasimpur kurmi tola road and gupta lakhminiya rcd road under matihani block in the district of begusarai ., 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. co

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