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Tender For supplying and stacking various type of building, road and other construction materials at various places all village of taluka lodhika, dist. rajkot under taluka panchayat lodhika under mgnrega 2024-25-26 (annual unit rate) - hire charges of concrete mixer 0.25 to 0.40cum with hopper, hire charges of diesel roadroller 8 to 10tonne, hire charges of diesel truck 9 tonne, vibrator (needle type 40mm), surface vibrator, generator 250 kva, tractor with trolly, water tanker 5000 ltr. capacity, dozer d-80-a12, vibratory roller 8 to 10 tonne, tenmem roadroller, watertanker 5 to 6 kl capacity, hire charges of diesel truck- 9 tonne (without pol), hire charges of drill machine upto 30mm dia, hire charges of compressor, bandhani, blacksmith 1st class, blacksmith 2nd class, carpenter 1st class, carpenter 2nd class, fitter (grade-1), assistant fitter or 2nd class fitter, glazier, mason ( for plaster of paris work ) 1st class, mason (brick layer) 1st class, mason (brick layer) 2nd class, mason (for plain stone work) 2nd class, mason (for ornamental stone work) 1st work, mate, mistry, painter, rock excavator, rock breaker, rock hole driller, stone chiseller, sprayer (for bitumen, tar etc), white washer, mason (average), carpenter (average), operator (pile / special machine), skilled torch operator for laying tack, helper (technician), seam bolts and nuts 6mmdia and 25mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6mm thick, brick aggregate (single size):40 mm nominal size, stone aggregate(single size):63 mm nominal size, stone aggregate(single size):50 mm nominal size, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 12.5 mm nominal size
Tender For supply of 35mm , full threaded screw 25mm , low plug 35mm , half threaded screw 25mm , mortise lock , common burnt clay building bricks locally available best quality of sub class b designation 75 ,size 230 x 115x 75mm , 20mm nominal graded crushed stone aggregate , 12.5mm nominal graded crushed stone aggregate , sand coarse locally available best quality , fine aggregate , sand for concrete , 2nd class h or w clean swan scantling squared or rectangular in section exc 40 sqcm in section. , 20mm thick 2nd class hard wood planks clean swan 25cm wide and 2.40 to 3.00 mtr long , ditto but with waste hole of ptmt ,minimum weight 100 gms , wire nails of any size , aluminium extruded handle 100mm size , aluminium extruded barrel tower bolt 150mm , aluminium sliding door bolt 300mm long , glue for lime , 12mm thick particle board , 3mm thick glass panes , sheet assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket and railing 60mm long , varnish finishing interior or exterior , french polish , distemper , 18mm pre laminated particle board, grade 2 quality, interior grade, commercial type , exterior emulsion paint ,weather proof of 1st quality isi marked of the following make - asian or apex ultima or berger or indigo , 50 kg cement bags , painting brush 10cm flat size , painting brush 7.5cm flat size , painting brush 2.5cm flat size , lime unslaked ,best quality fat lime , wooden screw 25mm to 40mm long ,size as reqd 100 nos per pkt , wooden screw 15mm to 20mm long ,size as reqd 100 nos per pkt , plain aluminium sheet 0.56mm thick , m seal 500 gm pack , writing brush flat size no 1 , writing brush flat size no 2 , writing brush flat size no 3 , writing brush flat size no 4 , steel curtain rod 20mm dia and 3.6 m long , pvc bracket plain for 20mm dia rod , pvc bracket angle for 20mm dia rod , fancy bracket plain for 25mm dia rod , fancy bracket angle for 25mm dia rod , centre support for 25mm dia rod , lime colour blue in 100 ml packet , steel plate rack ,make - nirali , ms window peg stays long , rubber cill door bottom , stell peg set of six , indigo platinum series fllow coat emulsion paint of isi marked of colour rred or grey or white or yellow etc. make - indigo or asian or berger or granostone , water proof designer wall or floor laminates self adhesive of size 0.8mm to 1mm thick of glossy, matte, texture finish of colour red, white and plain isi marked , sand paper , scrapper , roller for paint , ppgi roof sheet corrugated , plain sheet , self tapping screws , sheet fixing machine , wooden beading , spindle no 3 , spindle no 2 , hasp and staple , wooden battens n.exc 3 sqm , pvc lipping , mdf board 20mm thick , f oblique cistern washer , f oblique cistern handle , bib cock washer all types , wall rounted rectanglur glass sholves , veneer board 8 feet x 4 feet x1 mm mirror looking 24"x18" with pvc frame , pvc bathroom cabinet mirror size 450x350mm, kitchen rack (ss wall mounted kitchen rack size 72cmx62cmx25cm) , felt roof bituminius (pbs roll), extra patch, cabinet mirror 450x300x125mm , corner glass shelves, perforated particle boards or tiles size 60cmx60cmx18/19mm thick, cp soap dish (full brass), paint road marking white/yellow, cement white , curtain rod fancy type 25mm dia 6m , soap dish pvc, putty white , pvc flush pipe 450mm long , pvc wall laminates, pvc tank nipple 20mm , gyser hot and cold stool connecting pipe, sink coupling 75mm, waste coupling sink 100mm, hinges 3 inch, hinges 4 inch, hexa blade, oil putty, synthetic enamel paint (superior tint), pink primer, red oxide primer, coal tar, black paint, 600mmx450mm bevelled bid details/ 2 / 100
Tender For supply of wind screen glass , transfer case bush , steering pipe for tff , air pressure pipe , needle roller brg , chain sprocket set for hh , suspension bush , strg cover set , side view mirror , speedometer head , road spring loader , 4x4 kit lower , crank oil seal , transfer case mounting bracket , tff siron light card , cyl head gasket , brake pipe , shocker bush
Tender For supply materials to the work site for the road from the main road of kashipura village to swamanna house in honnavalli gram panchayat, arakalgud taluk - air compressor (1 hour initial + 1 hour final) (honnavally/), water tanker 6 kl capacity (honnavally/), concrete jiont cutting machine for initial and final cuts (honnavally/), plate vibrator (honnavally/), screed vibrator (honnavally/), needle vibrator (honnavally/), concrete mixer 0.4/0.28 cum capacity (honnavally/), joint filler board 20mm thick as per is 1838 (4 x 3.75 x 0.200 equal 3 sqm) (honnavally/), plasticizer / super plasticizer (honnavally/), de-bonding strips 3.75 m (length) x 10 mm (width) x 5mm (thick) cut-out of rubber filler board or similar material including 5% wastage (honnavally/), bituminous sealant 800 ml per joint 23 joints (honnavally/), bitumen primer at 200 ml per joint for 23 joints (honnavally/), polythene sheet 125 mm micron (honnavally/), broken granite metal 10 mm (honnavally/), broken granite metal 20 mm (honnavally/), broken stone aggregate 40 mm size (honnavally/), coarse sand (zone iii) (honnavally/), portland cement (honnavally/), form work at 1% (honnavally/), caseii unsurfaced gravelled road) (495 t x 10 km) equal 4950 t-km add 10% of cost of carriage to cover cost of loading and unloading (honnavally/), tipper 5 cum capacity (honnavally/), water tanker (honnavally/), vibratory roller 8 tonne (honnavally/), paver finisher mechanical 100 tph capacity (honnavally/), front end loader 1 cum capacity (honnavally/), generator 100 kva (honnavally/), wet mix plant (pug mill) (honnavally/), water (honnavally/), grit / stone dust (honnavally/), aggreages 6 mm and below (honnavally/), coarse aggreages 12 mm (honnavally/), granite metal 20 mm (honnavally/), granite metal 40 mm (honnavally/), tractor - 40 hp (honnavally/)
Tender For p/l metalling and tarring in km 0/0 to 0/425 - preparing and applying primer coat with bitumen vg-30 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg /sqm using mechanical means as per technical specification clause 502. as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing and applying tack coat with bitumen ( vg-30) using bitumen distributor at the of 0.20 kg per square meter on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing , laying and rolling of open graded premix carpet of 20mm (twenty millimeter) thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat of either type b as per technical specification clause 508 (mechanically means )bitumen ( vg-30) as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals ., providing and laying seal coat sealing the void in a bituminous surface laid to the specified levels grade and cross fall using type b as per technical specification clause 510 by mechanical means bitumen ( vg-30) as per direction and entire satisfaction of engineer in- charge with in all leads .lifts and carriage of materials and other incidentals .
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-02 3 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from veeralapatty - velur bt road km 0/0 - 1/060 (r 102)estimate amount : rs. 35.23 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/060, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/060, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/060, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/060, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/060, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipper trucks,paver finisher/9m
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-04 3 nos in oddanchatram block of dindigul district - name of the work : 1. strengthening of the road from vadamadurai - oddanchatram road to thippampatty km 0/0 - 1/550 (r 131)estimate amount : rs. 55.40 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/550, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/550, picking the existing worn - out wbm / bt surface using 5 - 10 cm thick including allcost andconveyance of all materials and all labour charges etc complete, km 0/0 -1/550, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/550, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/550, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/550, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roll
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-06- 2 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from k.keeranur - kallimandayam road to perumal karadu road. km 0/0 - 0/870 (r 439)estimate amount : rs. 30.37 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -0/870, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -0/870, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -0/870, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -0/870, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -0/870, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipp