Latest soaking pit repair Tenders | Government soaking pit repair Tenders

CTN :38956357

27 Feb, 2025 NA

Mumbai - Maharashtra

Tender For corrigendum : supply of pcc for pedestal , providing,mxng and plcng,rcc,1 is to 2 is to 4mix , structural steel , excavation in earth upto1.5mt,wbackfill , reinforcement steel , sply and lay of earth stripfixacc,25x3mm , sply layg of cable tray duct,gi,150mm , non flp 4k camera , box camera perimeter camera , hd ip camera mp2,flp enclosure , fixed non-flp camera , sply and instln of camera dome camera,te , sply and instln of ptz camera , server for cctv system , sply and instln of software cctv vms , video storage sys cctv sys , network server rack,42u , sply and instln of workstation client , sply and instl of 55in led tv , 8 port poe l2 n w switch , 12 port poe l2 nw switch , sply and instln of flp jb , liu , sply and instln of gi pole ht 9mt , sply and fixg of armoured cable size 3cx4mm2 , sply and layg cat6 network cable armoured , cat6 cable, n arm wpvc casing , sply and instln ofc cable armoured,6c , sply and layg of earth wire frls,cu,4mm2 , pipe,gi,is 1239,erw,50mm , exca for cbl trenchunderground,1000mm,10 , back filling of cable trench w , camc - 1st year post , camc - 2nd year post , camc - 3rd year post , camc - 4th year post , camc - 5th year post

State Government

CTN :39410556

04 Mar, 2025 30.00 Lacs

Tonk - Rajasthan

Tender For construction material work in gram panchayat madolai-, ghadla kankar jhajra, , mortar - mud / mortar, , lime of bud bhat for masonry work, , cement, , ppc, , white cement, , fine aggregate, , sand gravel, , gravel - local, , rakhi (fly ash), , surkhi, , stone dust (in masonry work), , ballast stone and brick (for other than road work), , 40mm measuring stone (hand broken grit) (cut voids 1/11), , 40mm grit stone (broken by crusher) (cut voids 1/11), , 20mm grit of mathar (broken by crusher), , 12/10/6mm grit stone (broken by crusher), , brick mortar, , material for road work (including 5 km lead), , 63-40mm crushed stone aggregate (cut voids 1/11), , 63-40mm hand broken stone aggregate (wides cart 1/11), , 90-45mm. hand broken stone aggregate (cut voids 1/11), , quarry rubbish (cut voids 1/6), , gravel (cut voids 1/6), , conker (cut voids 1/6), , binding material (pi 4-6) (cut voids 1/6), , brick (22.5 x 11 x 7.50 cm), , first class, , ii class, , soling / kharanja / masonry stone, , chinrai beradda (rr), , masonry course (cr), , kharanja soling (for flooring work upto 15cm height), , kharanja soling (23cm height for road kharanja work), , jodhpuri type stone strips / arches / planks (length 2-3', width 10-12", thickness 2.5-3.5"), , flaky material(3-4" thick & length and width 1-2"), , sandstone(dpc,sill,coping,lintel,tand,almirha etc), , up to 25mm thickness, , up to 25-40mm thickness, , upto 40-50mm thickness, , up to 50-75mm thickness, , upto 75-100mm thickness, , upto 100-150mm thickness, , floor / strip paving stone, , floor planks upto 35mm thick, min. 3 sqft or more area, , katla for strip paving 60-75mm thickness, min. 3 sqft or more area, , unpolished rough kota stone, , upto 900 sq.cm, , 901 to 2300 sq. cm, , more than 2300 sq.cm, , polished kota stone (one side polished), , upto 900 sq.cm, , 901 to 2300 sq. cm, , more than 2300 sq.cm, , marble stone (makrana adanga 20mm thick), , 901 to 2300 sq. cm., , upto 900 sq.cm, , more than 2300 sq.cm, , marble chips, , marble powder, , marble stone (rajnagar ii quality/local 20mm thick), , 901 to 2300 sq. cm, , up to 100 sq cm, , more than 2300 sq.cm, , stone threshold, , single pattam size 100 x 75 mm., , double pattam size 125 x 75 mm., , stone slabs, , up to 1.5 m length, minimum 40mm thick, , 1.5 m to 2.40 m length, minimum 50mm thick, , 2.4 m to 3.0 m length, minimum 65mm thick, , above 3.0 m length, minimum 75mm thick, , precast tiles / blocks, , glazed size-30x45 cm, , mosaic size-40mm thick, , vitrified size-60x60 cm, , interlock tiles/brick/block for road work, , cement interlocking block m-30grade, 60mm thick, , cement interlocking block m-30grade, 80mm thick, , cement interlocking block m-30grade, 100mm thick, , fr pvc insulated copper conductor single core, , cable isi marked, , 1.50 sq mm., , poojaar's, , 2.50 sq mm., , 0.50 sq mm., , 1.00 sq mm., , 4.00 sq. mm., , 6.00 sq. mm., , local wood with fittings (for doors, windows and furniture), , mango, , acacia, , other, , factory made doors (30mm thick, solid core single door), , structural steel, , iron (for tor steel fe 415/500 reinforcement), , winding wire 18 gauge, , iron guard, , angle iron square rebar leaf angle iron, , barbed iron wire(size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , cement concrete poles for wire fencing length 2.5 m average, , size 0.10*0.15 meter 4mm diameter high tension steer wire 8 nos, , including, , 150 cm high fencing of precast r.c posts of 15cm*15cm tapered to10*10cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30*30*45cm) corner and every tenth posts to be strutted with same r.c. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with g.i. staples including earth work in excavation etc. complet, , forged, , iron mesh (24 gauge, 14 mesh), , cement concrete lattice sky underworld 40mm thick, , glass, , 3 mm thick glass, , 5 mm thick glass,

CTN :39430526

03 Mar, 2025 NA

Dharmapuri - Tamil Nadu

Tender For providing of custom bid for services - excavation of earth ordinary soft upto 3,custom bid for services - pcc 1 4 8,custom bid for services - sply and layg of concrete m25 driveway,custom bid for services - sply and fixg of reinf steel fab,custom bid for services - pipe cs a106 gr b erw 150mm be sch40,custom bid for services - pipe cs 5l erw 200mm be sch40,custom bid for services - equal tee 150 nb,custom bid for services - equal tee 200 nb,custom bid for services - equal tee 200 nb,custom bid for services - sply of 90 deg elbow 200mm,custom bid for services - elb bw wpb cs 90 deg 300mm lr20 erw,custom bid for services - supply and fixing red t bw smls unequal tee,custom bid for services - supply and fixing c red bw wpbw conc reducer,custom bid for services - sply instln of butterfly valve dia 200mm,custom bid for services - flange size 8 inch 150,custom bid for services - flg wn a105 csrf 150 class 300mm 20,custom bid for services - flg bld a105 cs 150 class 300mm rf,custom bid for services - structural steel,custom bid for services - lay

State Government

CTN :39373998

07 Mar, 2025 33.63 Lacs

Sangrur - Punjab

Tender For various works in sub tehsil longowal - patwari cabins:-scraping cement outer plaster, scraping cement inner plaster, cement rendering on plaster 1mm thick, 12.5 mm thick cement plaster 1:4, 20mm thick cement paster 1:4, first class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level., 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure, 12.5 mm thick cement plaster 1:5, 20mm thick cement paster 1:5, preparation of plastered or concrete surface or painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish, applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface, distempering with acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade, finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sq, providing and laying vitrified floor tiles in different sizes in light colour shades made using full body technology (thickness to be specified by the manufacturer) with water absorption s less than 0.08% and conforming to is : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) size 600x600 mm, providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%, light reflection > 85%, thermal conductivity k = 0.052 - 0.057 w/m k, fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t-grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized@120 gsm) comprising of main t runners of 15x32 mm of length 3000 mm, cross t of size 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter m-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main t . the system should rest on periphery walls /partitions with the help of gi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall s.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of theengineer-in-charge.with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6)size 595x595 mm, earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres., cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type, first class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth, base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mix

CTN :39387315

25 Feb, 2025 25.82 Crore

Muzaffarpur - Bihar

Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., construction of subgrade and earthen shoulders :-construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci

Central Government/Public Sector

CTN :39171274

26 Feb, 2025 NA

Lucknow - Uttar Pradesh

Tender For corrigendum : provision of pillar upto 1.5 height for demarcation of defence land at hirakund - excavation in post hole (or similar hole) each n exc 0.50 cum, getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n. exc 25 cm etc and getting out soft/ loose soil complete all as specified and directed, m & l for providing precast cement concrete, type b-1 1:2:4 (using 20 mm graded mechanically graded stone aggregates) in win- dow or door cills, lintels, bressumers, steps,quoin blocks (foruse with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings,throat- ing etc. and setting in mortar(1:4)complete with joints to match all as specified and directed., m&l for pcc 1:3:6 type d2 using 40 mm graded stone aggregate as in foundation filing and mass concrete., m&l for mild deformed tmt steel bars 10mm dia and over, cut to lenght, bent to shape required, including crandking, bending spirally for hooping fro columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed, ditto, above but 5mm and over upto and including 10mm dia in stirrups, spacers and binders, removing excavated material(soils) n exc 50 and desposting where directed at a level n exc 1.5 at a level n exc 1.5m above starting point complete all as specified and directed by eng in charge., s&f for mild steel work as in posts and struts etc in fencing including cutting tops to shapes as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to fe-290 gde e-165 complete all as specified, m & l for writing letter or figured (block, roman, italic or indian) over base coat n exc 30 cm height with synthetic enamel paint complete all as specified and directed., m&l for preparation of newly untreated steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer exc 10 cm width or girth, not otherwise described complete all as specified and directed., mild steel of thickness 0.63mm , plain, blacksheet in wall cladding,steel gates and similarwork, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required

State Government

CTN :39243401

27 Feb, 2025 38.30 Lacs

Firozpur - Punjab

Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee makhu - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee makhu, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 with retro reflective h

State Government

CTN :39243441

27 Feb, 2025 30.15 Lacs

Firozpur - Punjab

Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee panje ke uttar - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee panje ke uttar, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 with

State Government

CTN :39243444

27 Feb, 2025 68.50 Lacs

Ferozepur - Punjab

Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee ferozepur cantt - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee ferozepur cantt, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 wit

corporations/Associations/Others

CTN :39368312

07 Mar, 2025 11.09 Crore

Veraval - Gujarat

Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m

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