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Tender For Construction Work Of Road, Drain, Sewer Line And Park From Plot No 1/1 To Plot No 1/80 In Ram Nagar Under Aishbagh Scheme - Excavation for road work in soil withHydraulic excavator of 0.9 cum bucket capacity including cutting and loding in tippers ,trimming bottom and side slopers, in accordance with requirements of line, grades and cross sections and transporting to the embankment location within all lifts and lead up to 15 KM.( PWD 2020-21) 2 Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.For Grading I Material (GSB-I) 3 Excavation in foundations in ordinary soil (Loam clay or sand) including lift up to 1.5 m. (5ft.) & lead upto 30m (100ft.) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building & side of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the Engineer I/C. Upto distance of 30m. (100ft.) from foundation trenches. (DSR 2.1.1/2023) 4 Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone ballast 40mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.(DSR 4.1.8/2023) 5 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).(DSR 5.1.2/2020-21) 6 Mildsteel or iron in plain work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of steel and wastage hooks and overlapping. (SI.No.-504) 7 Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.(DSR 16.91.2/2023) 8 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3/2020-21) 9 Foundations, footings, bases for columns 10 P/L Trimixing on surface etc all complete (LDA Approved) 11 Providind & laying in Separation Membrane of impermeable plastic sheeting 125 micron thick. (DSR itom no 0323@ 15.00/m2+10.0% CP=Rs 16.50/m2) 12 Drain 13 Earth work in excavation by mechanical means (Hydraulicxcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil. (DSR 2.6.1/2023) 14 Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone ballast 40mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.(DSR 4.1.8/2020-21) 15 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) (DSR 5.1.2/2020-21) 16 Mildsteel or iron in plain work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of steel and wastage hooks and overlapping. (SI.No.-504) 17 Centering and shuttering including strutting, propping etc. and removal of form work for : (Ref 4.3/2020-21) 18 Foundations, footings, bases for columns 19 Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string coursesfillets, kerbs and steps etc. 20 Sewar & Water line 21 Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches. 22 Pipes, cables etc, not exceeding 80 mm dia. (DSR 2.10.1.1/2023) 23 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (DSR 2.10.1.2/2023) 24 Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone ballast 40mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.(DSR 4.1.8/2023) 25 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 26 300 mm dia NP 2 Pipe (DSR19.6.4/2023) 27 150 mm dia NP 2 Pipe (DSR 19.6.2/2023) 28 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.34.1/2023) 29 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 30 100 mm Dia (DSR 18.31.1/2023) 31 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.36.1/2023) 32 Addition/ subtractionMasonry shaft 0.90x0.90 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate) 33 Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per slandard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate) 34 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work (DSR 18.6.8/2023) 35 90 mm dia 36 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal outer dia Pipes (DSR 18.9.2 /2023) 37 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (DSR 19.21.1 /2023) 38 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore (DSR 18.13.1 /2023) 39 Park 40 Excavation for road work in soil withHydraulic excavator of 0.9 cum bucket capacity including cutting and loding in tippers ,trimming bottom and side slopers, in accordance with requirements of line, grades and cross sections and transporting to the embankment location within all lifts and lead up to 15 KM.( PWD 2020-21) 41 Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.For Grading I Material (GSB-I) 42 Earth work in excavation by mechanical means (Hydraulicxcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil. (DSR 2.6.1/2023) 43 Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone ballast 40mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.(DSR 4.1.8/2020-21) 44 Ist ClassBrick work in 1:4(1 cement :4 Coarse sand) mortar in foundation and plinth including supply of all materials labour t&p etc required for proper completion of the work.(DSR 6.1.1/2020-21) 45 12 mm thick plaster with cement mortar in Proportion of 1:4 cement & Coarse sand including supply of all materials labour t&p etc required for proper completion of the work.DsR 13.1.1/2020-21) 46 Providing and laying cement concrete in 1:2:4( 1cement : 2 coarse sand: 4 graded stone grit 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. (DSR 4.2.3/2020-21) 47 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) (DSR 5.1.2/2020-21) 48 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: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size).(DSR 4.2.2/2020-21) 49 Mildsteel or iron in plain work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of steel and wastage hooks and overlapping. (SI.No.-504) 50 Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.(DSR 16.91.2/2023) 51 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3/2023) 52 Foundations, footings, bases for columns 53 Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string coursesfillets, kerbs and steps etc. 54 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(DSR 13.80/2023) 55 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes (DSR 10.25.2/2023) 56 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (DSR 13.48.3/2023) 57 Deduct of With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)(DSR 13.50.4/2023) 58 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 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) (DSR 13.47.1/2023)
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