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List of latest plinth-foundation Tenders in Indian Tenders. Click on any plinth-foundation Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for plinth-foundation Tenders.

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State Government

TRN :49057642 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-iii in fy-2025-26. - earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(all kinds of soil.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

Government Departments

TRN :49057706 | 21 May, 2025

Tender Value : 8.41 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 chhatta ward no.-100, nai ki mandi, from mor pankh wali gali to sadar bhatti road and link lanes, repair work including construction of cc flooring and drains. - demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(dsr 2023 sh 15.2.1) 2 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand) (dsr 2023 sh-6.1.2 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h 4.1.3 ) 8 providing and fixing glass strips in joints of terrazzo/ cement concrete floors. (dsr 2023 sh 11.13) 9 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(dsr 2023 sh 15.60) 10 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtr 11 raising & re-fixing of manhole including all material labor t&p etc. all complete.(ns) 12 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 13 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 14 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 15 sub total 16 add/deduction rs. for estimate figure amount match 17 grand total

Government Departments

TRN :49057737 | 21 May, 2025

Tender Value : 8.47 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 chhatta ward no.-100 nai ki mandi katra neel khet wali basti to badi masjid and link lanes, including construction of cc flooring and drain repair work. - demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(dsr 2023 sh 15.2.1) 2 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand) (dsr 2023 sh-6.1.2 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h 4.1.3 ) 8 providing and fixing glass strips in joints of terrazzo/ cement concrete floors. (dsr 2023 sh 11.13) 9 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(dsr 2023 sh 15.60) 10 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtr 11 raising & re-fixing of manhole including all material labor t&p etc. all complete.(ns) 12 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 13 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 14 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 15 sub total 16 add/deduction rs. for estimate figure amount match 17 grand total

Government Departments

TRN :49057742 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for tender for park beautification work near anil katiyal residence in hariparvat zone room no. 95 bagh farzana. - demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. (in mud mortar) 2 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 3 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) 4 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 5 providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface evene and smooth complete. 6 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm 7 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 8 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 9 sub total (a) 10 add / deduction for estimate figure amount match 11 grand total

State Government

TRN :49057749 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-i in fy-2025-26. - earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(all kinds of soil.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

State Government

TRN :49057999 | 23 May, 2025

Tender Value : 0

Ghaziabad - Uttar Pradesh

Tender for tender for construction of civil works for increasing capacity from (1x500 plus 2x315 mva) to (2x500 plus 1x315 mva) at 400 k.v. sub-station-ist muradnagar ghaziabad. - earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all 3 providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position cement concrete of specified grade1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 8 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 10 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 12 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 13 brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,t&p etc complete . 14 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). 15 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge . 18 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 19 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof workgates etc. wrought to required form including holes rivetting or welding where necessary and also fixingin proper position and alignment but when steel is to be provided by the department . 20 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). 21 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 22 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 23 neat cement punning 24 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 25 demolishing cement concrete (nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 26 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 27 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 28 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 29 dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper completion of the work 30 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 31 supply of 25 mm. dia m.s. anchor bolts (conforming to is 266)500 mm. long with base plate (50x50x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & t&p for proper completion of work 32 fixing and grouting 25 mmand below dia m.s. anchor bolt in proper alignment level and setout with the help of a template including supply of all labour t&p etc. reqd. for proper completion of the work. (labour rates only) . 33 grouting of 90/105 lbs m.s. railincluding cost of all materials,labour & t&p for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs m.s. rail for transformer plinth including cost of all labour, material and t&p etc. required for proper completion of the work. 35 fixing and grouting of trench edging in proper level and alignment including cost of all labour, and t&p etc. required for proper completion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of template in position level and alignment for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work (labour rate only). 38 fabrication of template forauxiliary foundation including cost of all labour, and t&p etc. required for proper completion of the work. steel shall be arranged by contractor free of cost. this template shall be property of contractor.(labour rate only). 39 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm gradedapproved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement andmarble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels ifany and giving them a uniform finish including supply of all materials, labour and t&p etc, required forproper completion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation from different places withinthe s/s area including all labour, t&p etc. required for proper completion of the work as per direction ofengineer - in - charge. 41 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work (110mm dia pipe) 43 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-incharge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concrete manufactured in automatic batching plant (rmc plant) i/c transportation to site in transit mixer 44 providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood pre-laminated one side decorative lamination and other side balancing lamination grade i, type ii, is : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : (12mm thick partical board) 45 hiring of beldar(labour).

Central Government/Public Sector

TRN :49058002 | 31 May, 2025

Tender Value : 26.93 Lacs

Kolkata - West Bengal

Tender for tender for construction of rseti building at midnapur, wb due on :31.05.2025 upto 15:00 hrs. earth work in excavation of foundation trenches (or boundary wall, in all sorts of soil (including mixed soil but excluding latehte or sand stone) including removing. spreading or stacking the spoil* within a lead of 75m as directed. the item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc as required complete. depth of excavation not exceeding 1500mm, cum 96 filling in foundation trench plinth with earth obtained from excavation of foundation in layers not exceeding 150mm, as directed and consolidating the same by thorough saturation with water, ramming complete. cum 57 providing and laying in position cement concrete of specified grade excluding the cost o! centering and shuttering. 1 36 (x cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal itee). cum 15 1-2:4 (1 cement 2 coarse sand . 4 graded stone aggregate 40mm nominal size). 1 cum 6

State Government

TRN :49058066 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-ii in fy-2025-26. - earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(all kinds of soil.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

Central Government And Public Sector

TRN :49059263 | 17 May, 2025

Tender Value : 14.93 Lacs

Howrah - West Bengal

Tender for tender for structural strengthening and external painting of b e college t e howrah; 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2 nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 4 of area 3 sq. metres and below 5 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 6 for thickness of tiles 10 mm to 25 mm 7 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 8 up to 150 mm diameter 9 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 10 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 11 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 12 1:2:4 (1 cement : 2 coarse sand(zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 14 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 16 reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). 17 centering and shuttering including strutting, propping etc. and removal of form for : 18 foundations, footings, bases of columns, etc. for mass concrete 19 columns, pillars, piers, abutments, posts and struts 20 vertical and horizontal fins individually or forming box louvers band, facias and eaves boards 21 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 22 smooth finishing of the exposed surface of r.c.c. work with 6 mm thick cement mortar 1:3 (1 cement : 3 fine sand). 23 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 24 providing and fixing fiber glass reinforced plastic (frp) door frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. the laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fiber glass from all sides. m.s. stay shall be provided at the bottom to steady the frame. 25 providing and fixing to existing door frames. 26 30 mm thick glass fibre reinforced plastic (frp) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick frp laminate for panels conforming to is: 14856, including fixing to frames. 27 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 28 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 29 providing and laying rectified glazed ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to is : 15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 30 providing and fixing on wall face unplasticised - pvc moulded fittings/accessories for unplasticised rigid pvc rain water pipes conforming to is 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 31 single tee with door -110x110x110 mm 32 bend 87.5° -110 mm bend 33 15 mm cement plaster on the rough side of single or half brick wall of mix : 34 1:6 (1 cement: 6 fine sand) 35 finishing walls with acrylic smooth exterior paint of required shade : 36 new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 37 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 38 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 39 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 40 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 41 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°c, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 350/300 n/5 cm. tear strength in longitudinal and transverse direction as 60/80n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 42 3 mm thick 43 providing and fixing white vitreous china pedestal type (european type/ wash down type) water closet pan. 44 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. 45 10 litre capacity - white 46 providing and fixing solid plastic seat with lid for pedestal type w.c. pan complete : 47 white solid plastic seat with lid 48 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 49 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. 50 flexible pipe -32 mm dia 51 providing and fixing ptmt bib cock of approved quality and colour. 52 15mm nominal bore, 86 mm long. weighing not less than 88 gms. 53 providing and fixing ptmt stop cock of approved quality and colour. 54 15 mm nominal bore, 86 mm long. weighing not less than 88 gms. 55 providing and fixing ptmt pillar cock of approved quality and colour . 56 15mm nominal bore, 107 mm long. weighing not less than 110 gms. 57 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 58 15 mm nominal bore with 45 cm length. 59 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 60 75 mm average thickness 61 50 mm average thickness 62 25 mm average thickness 63 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 64 bars upto 12 mm diameter 65 bars above 12 mm diameter 66 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect. 67 sbr polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer 68 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge. note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 69 12 mm average thickness. 70 25 mm average thickness in 2 layers. 71 50 mm average thickness in 3 layers. 72 providing and fixing upvc pipes (sch 40 upvc as per astm d- 1785 pipes) including all upvc plain and brass threaded fittings. including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step upvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work- exposed on wall 73 15 mm nominal bore 74 20 mm nominal bore 75 25 mm nominal bore 76 uprooting and removing small plants from the surface of walls, parapet, etc. at any height by cutting chase for removing roots and using necessary chemicals etc. to prevent further growth of plants and mending good damages complete. 77 a) small plant of girth of exposed stem up to 75mm 78 providing and fixing soil waste and vent pipes : 79 110 mm dia upvc soil waste pipe conforming to is:13592 1992 (type-b) manufactured by supreme industries limited or equivalent. 80 erection of single layer bamboo-scaffolding made of average 75 mm dia bamboos with adequate bracing, ties, ropes etc. for strong, stable and workable scaffolding for specified jobs ( above gf beyound 4.00m height) like replacement of sewage/ rw pipes & accessories, repairs to plasters, special repairs, replacement of glass panes, uprooting/ cutting of tree saplings etc including dismantling the scaffolding after the job is done and clearing the site complete as per the direction of the engineer-in-charge. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 81 felling of trees like banyan, pipul etc from compound walls, building walls, cornices etc by making scaffolding where necessary including cutting of trunks and branches, application of chemicals/weedicides to the remaining portion to kill the growth of tree and ultimately removing the roots from the walls by cutting walls and mending good complete. ( the rate is inclusive of the mending good the walls with bricks/concretes/plasters and disposing of branches/trunks to vats inside compound for further disposal) 82 a) of girth above 30 cm upto 60 cm (measured above 1.0 m from gl toupto 5.0 m height) 83 extra for shifting of existing scaffolding by lifting/dragging or partially dismantling and re-erecting the dismantled portion in position (shifting at least 1.50 m from initial centre line of position) over payment for initial erection & dismantling paid in original item of scaffolding. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 84 providing and fixing ptmt health faucet with hook and p.v.c. pipe (1.00 metre minm length) of approved quality and colour in w.c.s all complete as per direction of engineer-in-charge. 85 15 mm nominal bore with minimum 1.00 m pvc tube. 86 attending repairs to ms gate by removing corroded portion of gate with welding machine at site and replacing with new members as per actual requirement at site. (cost for labour and hire charges of welding machine including transporation, consumables. steel members will be paid separately) 87 providing and welding 2mm thick m.s. sheet to existing m.s. frame work including providing and appying a priming coat of approved steel primer all complete. 88 providing and fixing upvc floor trap 100mm dia inlet and 100 mm dia outlet. 89 providing and fixing ptmt 2 way bib cock of approved quality and colour, for fixing hand faucet in commode toilets all complete as per direction in charge.- 15mm nominal bore. 90 supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per is:12866-1989. 91 4.0 mm thick (6.72 kg/sq.m) 92 credit value for dismantled unserviceable mild steel/ iron materials. 93 credit value for dismantled g.i. pipes: 94 15 mm nominal dia. 95 20 mm nominal dia. 96 25 mm nominal dia. 97 credit value for dismnatled c.i./ s.c.i. pipes. 98 credit value for unserviciable brass bib/stop cocks/pillar tap

State Government

TRN :49059485 | 31 May, 2025

Tender Value : 70.47 Lacs

Vrindavan - Uttar Pradesh

Tender for tender for construction of rotary at different nodes-1, 2, 3 and 4 at vrindavan yojna, lucknow. - bituminous workdismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. 2 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical meansincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specificationno. 502 (5.1)and as per dierction of the engineer in charge. 3 providing & laying dense graded bituminous macadam with hot mix 100-120 tph hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@ 4.0 to 4.5 % weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 (vg-30) 4 providing & applying tack coat with bitumen vg-10using bitumen pressure distributor at the rate of 0.35kg/sqm on theprepared bituminous/granular surface cleaned with mechanical broomincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specification and as per dierction of the engineer in charge. 5 providing & laying bituminous concrete 30 mm withhigher capacitybatch type hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@5.4% weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 6 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. the finished surface to be level, uniform and free from streaks and holes. 7 supply and fixing of pavement marker (cat eye) type x - astmd - 4956 - 04 avey dennison / 3 - m (usa make) consisting of asa plastic housing fitted with lightly adherent ploting compound. the housing cell contain prismatic two glass covered presmatic reflective fase to reflect incident light. (rpm with shank as per astm. dar 8.35 8 supply and fixing of monument forrotary including supply of all materials labourt & petc. required for proper complition of the work and as per direction by e/i. (m. r.) 9 retro-reflectivesheeting type-iv with 4 mm thick acm double side:providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc-67:2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.3.7 the sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat. solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting confirming to astm d4958-09 shall be pressure fixed. the retro reflective sheeling shall be lested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international government laboratory/ iristitute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. aternatively, a certificate conforming to astm specification (d) 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally, in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012 & proof of the same report shall be uploaded which quoting tender. the rate shall include all materiais, labour, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge. uppwd sor 2020-21 ch-26 s.i. no. 11 ref mort&h-801 10 providing and laying of trapezoidal hump/table top speed breaker as per drawing/design including all material, labour, t&p etc complete as per direction of e/i. 11 circular rotary and triangular islandearth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm.on plan including getting out and disposal of excavated earth upto 50m and lift upto1.5m as directed by e/i. (uppwd sor s.i. no. ch.-7 s.l.-1 ref. dar 2.6.1)0.30m and above 12 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement, 4 coarse sand and 8 graded stone agreegate 40mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.8) 13 centering and shuttering including strutting, propping etc. and removal of form work for: foundations, footings, bases for columns(uppwd sor chap- 8, si no 3, ref to dar 4.3.1) 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:1.5:3 (1 cement, 1.5 coarse sand and 3 graded stone agreegate 20mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.2) 15 m.s.iron work in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessory including bending for proper completion of the work. and including supply of steel its wastage bend hooks and authorised overlapping shall be measured. 16 finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade :new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg /10 sqm )(apex ultima weather coat all guard ) asian, berger also including providing and applying white cement based putty of averge thickness 1 mm of approved brand over the plasterd surface to prepare thesurface even and smooth complete as per direction by e/i. 17 providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ivc fixing the railing with necessary accessories & stainless steel dash fasteners stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 18 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. (uppwd sor s.l. no. 4 ref dar 2.25) 19 providing and laying of interlocking concrete block pavement having thickness 80mm as per drwaing and technical specification clause-1504 including earth work in excavation of required depth and width, providing, laying and compacting of w.m.m. and local sand for cussion of tiles etc also including supply of all material, labour, t&p etc complete.

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