Latest plot development Tenders | Government plot development Tenders

State Government

CTN :39243401

11 Mar, 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

CTN :39543982

10 Mar, 2025 1.37 Crore

Patna - Bihar

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 :39491742

07 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb wbm work ward no. 26 to 55, dausa. - providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion., grading - iii material, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)

State Government

CTN :39243441

04 Mar, 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

04 Mar, 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

CTN :39487539

04 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion, , grading-iii maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)

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