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State Government

CTN :39243401 Due date: 11 Mar, 202511 Mar, 2025 38.30 Lacs
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

CTN :39413928 Due date: 06 Mar, 202506 Mar, 2025 9.34 Lacs
Tender For corrigendum : e-tender for the open gym for women at malappuram - etender for the open gym for women at malappuramfor more details refer tender documents, leg press, shoulder builder, air walker, bench with fixed weight, chest cum seated puller, rower, leg extension, interlocking paver block :- providing and laying 60mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints withline sand etc. all complete as perthe direction of engineer-in-charge. (l 24m , w 3m), solid block :- solid block masonry using precast solidblocks(factory made) of size 40x20x15 or nearest available (kerb), cement plaster :- 12mm cement plaster of mix 1:4 (1cement:4 fine sand), cement concrete :- providing and laying in position specified grade of reinforced cement concrete (leg concrete), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:2:4 ( 1 cement : 2 coarsesand : 4 graded stoneaggregate 20 mm nominal size), granular sub base:- providing and laying granular sub base 25mm to 4.75mm, gravel stone aggregate of size 4.75 and down @10.0%, local finesand@18.0%

CTN :39536887 Due date: 10 Mar, 202510 Mar, 2025 35.35 Lacs
Tender For construction of granular sub base of sahawa distry. from km 0.00 to 10.000 (right side) of ch. kra lift canal.

CTN :39536888 Due date: 10 Mar, 202510 Mar, 2025 35.30 Lacs
Tender For construction of granular sub base of sahawa distry. from km 10.00 to 20.000 (right side) of ch. kra lift canal.

CTN :39536889 Due date: 10 Mar, 202510 Mar, 2025 35.42 Lacs
Tender For construction of granular sub base of sahawa distry. from km 20.00 to 30.000 (right side) of ch. kra lift canal.

CTN :39536890 Due date: 10 Mar, 202510 Mar, 2025 17.73 Lacs
Tender For construction of granular sub base of sahawa minor from km 0.00 to 5.000 (tail ) (left side) of ch. kra lift canal.

CTN :39538262 Due date: 11 Mar, 202511 Mar, 2025 17.73 Lacs
Tender For construction of granular sub base of sahawa minor from km 0.00 to 5.000 (tail ) (left side) of ch. kra lift canal.

CTN :39543982 Due date: 10 Mar, 202510 Mar, 2025 1.37 Crore
Tender For mr-n- 19-20 pupri-09 - choraut bazar to purandih, 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 :-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 (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., 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., semi-dense bituminous concrete :- 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 clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501, kilometre stone :- reinforc

CTN :39512568 Due date: 21 Mar, 202521 Mar, 2025 NA
Tender For construction of synthetic athletics track - synthetic athletic track normal stress area , synthetic athletic track high stress area , sand filling in jumping pits , earth work , cover laying pipes, cables etc , filling available excavated earth , concrete work , steel centering and shuttering , steel work , drainage work , brick work , finishing , finishing neat cement punning , road work , spreading and compacting specified grade granular sub base , wet mix macadam , tack coat , bitumen surface , laying bituminous macadam , llaying dense bituminous concrete , thick cement concrete slab , providing and fixing concrete kerb stones , weedicide over the prepared subgrade , long and triple jump trough casing aluminium , long and triple jump take off board , long and triple jump blanking board , long and triple jump stencils , long and triple jump control strips , long and triple jump plasticine , long and triple jump training strips , water jump hurdles , high jump landing base , high jump pit with uprights and cross bar , hammer cum discuss ring with cage , shot put ring , shot put board , pole vault box with cover, uprights cross bar and landing area , pole vault boxes , cover for pole vault boxes , take off tray , dummy board with synthetic top , aluminum kerbing , sand pit , chain link fencing , centering and shuttering , providing and laying in position cement concrete , reinforced cement concrete , structural steel work riveted , painting with synthetic enamel paint , providing and fixing g.i. chain link , flood lighting

CTN :39503573 Due date: 05 Mar, 202505 Mar, 2025 13.00 Lacs
Tender For additional supply and laying of granular sub base course(gsb) at vannankulakarai salai in sambavarvadakarai town panchayat.
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