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Tender For supply of material for the work of construction of harvesting structure threshing floor including pucca storage at thiruvettakudy vp in kottucherry commune - collection and supply of fine sand including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of gravel including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of portland cement, collection and supply of stone aggregate (single size) :40 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of stone aggregate (single size) : 20 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of stone aggregate (single size) : 10 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of coarse sand (zone iii) including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of common burnt clay f.p.s (non modular) bricks class designation 3.5, hire charges of wall form panel 1250x500 mm, hire charges of 100mm channel shoulder 2.5m long, hire charges of double clip (bridge clip), hire charges of single clip, hire charges of m.s.tube 40mm dia, supply of twisted steel / deformed tmt bars fe-500d, hire charges of flame retardant face insulating , impregnated fibre board 12mm thick, supply of bitumen hot sealing compound : grade a, supply of bitumen solution primer of approved quality, supply of dehradun white lime, supply of welding by electric plant, supply of mild steel tubes hot finished welded type., supply of red oxide zinc chromate primer, supply of galvanised steel j or l hooks 8mm dia, supply of precoated galvanised iron profile sheet 0.5mm tct, supply of mild steel sheets for tanks, supply of structural steel such as tees, angles channels and r.s.joists, supply of iron pintels including welded pin, supply of mild steel sheets with bolts and nuts to rest on pintels, supply of synthetic enamel paint in black or chocolate shade, supply of plasticizer / super plasticizer, supply of c.i.pile shoe, supply of m.s.clamps for pile shoe, hire charge for loader including operating staff,diesel& lubricant oil etc,complete., hire charge for hydraulic excavator (3d) with driver and fuel including operating staff,diesel& lubricant oil etc,complete., hire charge for vibrator(needle type 40mm) including operating staff,diesel& lubricant oil etc,complete., hire charges of concrete mixer 0.25 to 0.40 cum with hooper including operating staff,diesel & lubricant oil etc,complete., hire charges of diesel road roller 8 to 10 tonne including operating staff,diesel & lubricant oil etc,complete., hire charge of hydraulic piling rig with power unit etc.,complete accessories and shifitin including operating staff,diesel& lubricant oil etc,complete., hire charge for pumping of concrete-h/c of pump, piping work, & accessories etc including operating staff,diesel& lubricant oil etc,complete., hire charge production cost of concrete by batch mix plant(rolling every layer and top-most layer ) including operating staff,diesel& lubricant oil etc,complete., supply and fixing of r.c.c. precast citizen name board size of 3.5 feet breadth, 6.00 feetheight and 2 inches thick with painting, drawing work, lettering the name board work. the rate includingcost of 1:2:4 p.c.c., earth work and refilling for fixing of post, loading unloading and transport charges etc.,complete as per the standard drawing of mord. mgnrega
Tender For mr-n-24-25- jhajha-01 (kiyajori to jogiyatilha) - kiyajori to jogiyatilha 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, 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 100 m as per technical specification clause 303.1., for 100 m lead @ 80 %, for 100 m lead @ 20 %, 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., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., 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., 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., 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., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of dry lean concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to is 383 , the size of coarse agg. not exceeding 25mm , agg. cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150kg/cm, opc to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant , trasported to site, laid with a paver with electronic sensor , compacting with 8-10 tonnes vibrartory roller, finishing and curing., construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum s
Tender For mr-n/24-25 sasaram-02/01 - l068-t05 to panrwa (vr37), 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, 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., granular sub-base with well graded material(grade 2) : 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., water bound macadam with stone screening gr-ii : providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405., water bound macadam gr iii : 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., 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., providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2 m 30(grade) coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, ap
Tender For t04 to nathopur via bisanpur length - 1.561 km - setting out pillars providing & fixing of working benchmark pillars 2 nos. per km & 6 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, 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, dismantling brick/tile workdismantling 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 structuresdismantling 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.a) reinforced cement concrete, removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .b) above 600 mm to 900 mm dia hume pipe, box cuttingexcavation 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, construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (including royality & labour cess)., construction of embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per technical specification clause 301.5 . (including royality & labour cess).for 1000 m lead @ 20 %, for 100 m lead @ 80%, construction of subgrade and earthen shouldersconstruction 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., granular sub-base with well graded material (table 400.1)( by mix in place method ) for grading i materialconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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., prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of
Tender For construction work of reinforcement cement concrete road with tri-mix for gariyadhar road, petrol pump to gheti by pass road. at, palitana, dist.: bhavnagar under swarnim jayanti mukhya mantri saheri vikash yojana (udp-88) year-2024-25 (2nd attempt).
Tender For construction work of cement concrete road with tri-mix as per various location chart at, bagasara, dist: amreli under swarnim jayanti mukhya mantri saheri vikash yojana (udp-88) year-2021-22 (saving grant)
Tender For construction work of reinforcement cement concrete road with tri-mix and led street lightin ward no.7, amreli road, mahajan vadi to iti college chowkdi, at. bagasara dist.: amreliunder swarnim jayanti mukhya mantri saheri sadak yojana year-2025-26
Tender For repair, maintenance, and installation of plant/ systems/equipments (version 2)-g-schedule for pre monsoon repair & maintenance of g.d. site at sandalpur the. khategaon, dist. dewas for the year of 2025-26- 1 ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs, bushes and twigs including rooting out & disposal etc. complete. (wrd sor 9.01/p. 133) 53000 sqm., 2 fly levelling for fixing temporary bench marks (wrd sor 1.08/p.8) 2 k.m., 3 chain and compass survey (wrd sor 1.06/p. 8) for headworks (wrd sor 1.06.1) 1.5 k.m., 4 levelling for canal works (wrd sor 1.10/p. 8-9) below 15 m interval for command survey and canal survey, including survey for c.d. work (wrd sor 1.10.1) 2.5 k.m. 0 0 5 maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification clause 1906 (mprrda sor 15.4) rate per sqm for depression upto 7.5 cm 5500 sqm. 0 0 6 fencing with r.c.c. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum) between the two posts fitted and fixed with g.i. staples on wooden plugs or g.i. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of r.c.c. posts, struts, earth work and concrete to be paid for separately) with gi barbed wire. (pwd sor 10.31/ 312) 1050 m. 0 0 7 demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of engineer -in - charge. (pwd sor item no. 15.2/p. 523) nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (pwd sor item no. 15.2.1/p. 523) 4.55 cum. 0 0 8 fabrication and installation of reinforcement cement concrete gauge post of size 15 cm x 10 cm (one side tapered in 5 cm length) made with m - 15 concrete mix (with aggregate 20 mm nominal size) 1.80 m long. at river banks including cost of civil works in foundation embedded in m -15 reinforced cement concrete pedestal block of size 60 cm x 60cm x 60 cm including the of steel reinforcement, centring, shuttering, finishing, reinforcement over the m -7.5 (with aggregate 40 mm nominal size) cement concrete base of size 80 cm x 80 cm x 15 cm with 12 mm thick plastering complete and marking the gauge with synthetic enamel with standard metric gradation of 5 mm thickness in black & white alternately & red synthetic enamel of 5 mm width at every 100 mm etc complete (center line) (wrd sor 1.30/p. 13) 26 each 0 0 9 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level : (pwd sor 4.1/p. 40) m-15 grade concrete (4.1.1.3) 14.76 cum. 0 0 10 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer -in - charge) 0.50 mm + 0.05 %, total coated thicknesswith zinc coating 120 gsm as per is: 277 in 240 mpa steel grade, 5 -7 micronsepoxy primer on both side of the sheet and polyester top coat 15 -18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by engineer -in - charge. the sheet shall be fixed using self-drilling /selftapping screws of size (5.5x 55mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (pwd sor item no. 24.11/p. 725 -726) 34 sqm. 0 0 11 providing and fixing precoatedgalvanised steel
Tender For construction work of cement concrete road with tri-mix as per various location chart at, jetpur-navagadh under swarnim jayanti mukhya mantri saheri sadak and saheri vikash yojana (o.g area) year-2024-25.
Tender For corrigendum : macadamization of road from mir mohalla to main road mughalpora by way of providing and laying of wet mix macadam wmm 50mm thick bm and 25mm thick semidense bituminous concrete with 6mm thick seal coat.