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Tender For supply of stationery and printing material for office work - carbon belt , carbon belt , glue , laser paper rim fs , paper rim fs , paper rim a , paper rim a4 , stamp paid big , stamp paid small , calculator (citizen original) , line register , line register , ledger register , line register , allpin t pin packet plastic box. , needles / saws wood handle , favy steak , punching machine , stapler , stapler pin packet , stapler , stapler pin packet , stapler large , locks harrison , locks harrison , small locks harison , pen , pen , pen , ball pen , pen/ss priap , marker pen , marker pen , plastic folder , plastic folder , index file , four cover file , spring file , spiral tree , white paper , white paper , coated white paper , file pen 10 packing , measurement tap 5 meter , measurement tap 10 meter , majmendra tap 50m , highlighter pen , whitener pan , paper flag , clock cell
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
Tender For corrigendum : supply of opening dismantling of clutch system repair to the replacement of following parts refixing and testing etc complete veh ba no 16c104120p tata xenon clutch bearing , clutch hub , clutch plate and pressure plate , clutch cylinder , gear bush , opening dismantling of steering system work repair to the replacement of following parts refixing and testing etc complete steering packing , steering bearing , steering arm , steering oil seal , steering sector shaft , opening dismantling of electrical fittings repair with replacement of following parts and refitting testing complete head lamp , indicator light , blade type fuse , hazard warning switch , tools and labour only for replacement of above supply material , complete checking of electrical wiring connection of vehicle making petty repairs necessary as required for wiring and replacement of above electrical parts
Tender For upgradation augmentation of shot blasting equipment and shot blasting room including replacement of three motor driven screw lp air compressor for upgradation augmentation of production shop floor (ab and ac bay) at ins eksila - upgradation/ augmentation of shot blasting equipment and shot blasting room including replacement lp air compressor as indicated in part-ii of rfp consists of the following:-, dismantling and degutting of lp air compressors along with all associated equipments and shifting work as specifiied in para 1(1.1)(a) part ii of rfp., lp air compressor, lp air compressor as specifiied in para 3 (3.1) part ii of rfp., dryer unit as specifiied in para 3 (3.1) part ii of rfp., air receiver tank (2000 liters) as specifiied in para 3 (3.1) part ii of rfp., air filter as specifiied in para 3 (3.1) part ii of rfp., acoustic canopy as specifiied in para 4 (4.1)(a) & (b) part ii of rfp., electric power distribution board/ control panel as specifiied in para 4 (4.1)(d) part ii of rfp., dismantling and degutting of shot blasting system along with all associated equipments and shifting work as specifiied in para 1.2 of part ii of rfp., shot blasting system, protection liner & rubber lining as specifiied in para 3(3.2) part ii of rfp., recovery unit as specifiied in para 3(3.2) part ii of rfp., dust collector & exhaust system as specifiied in para 3(3.2) part ii of rfp., shot blasting unit as specifiied in para 3(3.2) part ii of rfp., all other items associated with main eqipment which are mentioned in part ii of rfp [ex para 6(a) & 6(b) etc] part ii of rfp)., civil work for (refers to para 8 of part ii of rfp)., standard accessories (refers to para 9 of part ii of rfp), two years operation & maintenance spares (refers to para 10 of part ii of rfp), special maintenance tools and test equipment (refers to para 11 of part ii of rfp), technical literature / certificates / documentation (refers to para 13 of part ii of rfp), acceptance, testing, trials and commissioning charges (refers to para 14 of part ii of rfp), training (refers to para 16 of part ii of rfp), any other item such as transportation, insurance, freight, packing etc, notes:1. cost of item listed at sl 1 to 12 and 13 (if applicable) are to be quoted in the respective rows of the price bid sheet. 2. bidder not permitted to include cost of items listed at sl 6 to 13 with sl 1 to 5 as lumpsum amount 3. bidder required to mandatorily quote for sl 1 to 5 and 12 failing which bid shall be treated as non bonafide and liable for rejection.4. bidders are mandatorily to quote gst/ taxes as applicable against each serials, falling which bid shall be treated as non bonafide and liable for rejection.
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
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
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
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