Tender For Ward- Urban Beautification And Dust Control Developments Raj Nagar Extension Flyovers, Ghaziabad-Uttar Pradesh

TDR : 54594401

Tender Notice
BOQ

6 Days Left

Ghaziabad , Uttar Pradesh

Tender Brief : Tender For Ward- Urban Beautification And Dust Control Developments Raj Nagar Extension Flyovers

Document Fees
₹ 10513 /-

EMD
₹ 534600.0 /-

Tender Value
₹ 1.78 Crore /-

Submission Date
18-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
2	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
3	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
4	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
5	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
6	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
7	Steel reinforcement for RCC 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.
8	Centering and shuttering including strutting, propping etc. and removal of form for-
9	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
10	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
11	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
12	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
13	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
14	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
15	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
16	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
17	Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408.
18	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
19	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
20	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
21	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
22	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
23	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
24	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge.
25	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
26	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.Granite stone of any colour and shade
27	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.
28	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure).
29	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
30	Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% forpayment). 1:6 of Total Volume
31	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S. designation 20 mm
32	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
33	Rough dressing the trenched ground including breaking clods.
34	Fine dressing the ground
35	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
36	Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
37	Cocopeat (blocks) for urban Forest
38	Rice husk for urban forest
39	Compost
40	Vermicompost
41	Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
42	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
43	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
44	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
45	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
46	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
47	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
48	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
49	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
50	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
51	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
52	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
53	Steel reinforcement for RCC 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.
54	Centering and shuttering including strutting, propping etc. and removal of form for-
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.
56	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
57	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
58	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
59	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
60	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
61	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
62	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
63	Steel reinforcement for RCC 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.
64	Centering and shuttering including strutting, propping etc. and removal of form for-
65	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
66	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
67	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
68	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
69	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
70	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
71	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
72	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
73	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
74	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
75	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
76	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
77	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
78	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
79	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
80	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
81	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
82	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
83	Steel reinforcement for RCC 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.
84	Centering and shuttering including strutting, propping etc. and removal of form for-
85	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.
86	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
87	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
88	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
89	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
90	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
91	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
92	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
93	Steel reinforcement for RCC 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.
94	Centering and shuttering including strutting, propping etc. and removal of form for-
95	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
96	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
97	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
98	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
99	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
100	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
101	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
102	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
103	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
104	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
105	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
106	Steel reinforcement for RCC 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.
107	Centering and shuttering including strutting, propping etc. and removal of form for-
108	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.
109	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
110	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
111	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
112	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
113	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
114	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
115	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
116	Steel reinforcement for RCC 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.
117	Centering and shuttering including strutting, propping etc. and removal of form for-
118	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
119	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
120	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
121	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
122	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
123	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
124	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
125	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
126	Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408.
127	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
128	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
129	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
130	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
131	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
132	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
133	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge.
134	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
135	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.Granite stone of any colour and shade
136	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.
137	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure).
138	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
139	Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% forpayment). 1:6 of Total Volume
140	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S. designation 20 mm
141	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
142	Rough dressing the trenched ground including breaking clods.
143	Fine dressing the ground
144	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
145	Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
146	Cocopeat (blocks) for urban Forest
147	Rice husk for urban forest
148	Compost
149	Vermicompost
150	Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
151	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
152	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
153	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
154	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
155	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
156	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
157	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
158	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
159	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
160	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
161	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
162	Steel reinforcement for RCC 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.
163	Centering and shuttering including strutting, propping etc. and removal of form for-
164	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.
165	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
166	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
167	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
168	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
169	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
170	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
171	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
172	Steel reinforcement for RCC 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.
173	Centering and shuttering including strutting, propping etc. and removal of form for-
174	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
175	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
176	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
177	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
178	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
179	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
180	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
181	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
182	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
183	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
184	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
185	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
186	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
187	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
188	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
189	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
190	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
191	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
192	Steel reinforcement for RCC 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.
193	Centering and shuttering including strutting, propping etc. and removal of form for-
194	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.
195	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
196	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
197	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
198	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
199	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
200	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
201	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
202	Steel reinforcement for RCC 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.
203	Centering and shuttering including strutting, propping etc. and removal of form for-
204	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
205	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
206	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
207	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
208	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
209	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
210	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
211	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
212	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
213	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
214	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
215	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
216	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
217	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
218	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
219	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
220	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
221	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
222	Steel reinforcement for RCC 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.
223	Centering and shuttering including strutting, propping etc. and removal of form for-
224	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.
225	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
226	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
227	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
228	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
229	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
230	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
231	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
232	Steel reinforcement for RCC 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.
233	Foundations, footings, bases of columns, etc. for mass concrete
234	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
235	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
236	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
237	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
238	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
239	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
240	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
241	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
242	Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408.
243	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
244	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
245	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
246	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
247	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
248	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
249	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge.
250	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
251	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.Granite stone of any colour and shade
252	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.
253	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure).
254	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
255	Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% forpayment). 1:6 of Total Volume
256	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S. designation 20 mm
257	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
258	Rough dressing the trenched ground including breaking clods.
259	Fine dressing the ground
260	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
261	Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
262	Cocopeat (blocks) for urban Forest
263	Rice husk for urban forest
264	Compost
265	Vermicompost
266	Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
267	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
268	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
269	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
270	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
271	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
272	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
273	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
274	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
275	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
276	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
277	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
278	Steel reinforcement for RCC 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.
279	Foundations, footings, bases of columns, etc. for mass concrete
280	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.
281	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
282	Dismantling reinforced cement concrete orreinforced brick work including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200feet).
283	Desposal ofdismantled RCC / malba material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.
284	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
285	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
286	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
287	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth levelConcrete of M40 grade with minimum cement content of 390 kg /cum
288	Steel reinforcement for RCC 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.
289	Foundations, footings, bases of columns, etc. for mass concrete
290	Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
291	Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
292	Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil.
293	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
294	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
295	S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
296	Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
297	Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
298	Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408.
299	Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge
300	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
301	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
302	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
303	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
304	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
305	First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge.
306	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
307	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.Granite stone of any colour and shade
308	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.
309	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure).
310	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
311	Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% forpayment). 1:6 of Total Volume
312	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S. designation 20 mm
313	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
314	Rough dressing the trenched ground including breaking clods.
315	Fine dressing the ground
316	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
317	Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
318	Cocopeat (blocks) for urban Forest
319	Rice husk for urban forest
320	Compost
321	Vermicompost
322	Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
323	Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
324	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
325	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA
326	Mild Steel Hot Dip Galvanized Single Arm Bracket, For Street, 3 mm
327	Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10, White Color
328	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
329	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
330	Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
331	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
332	Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work.
333	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
334	Steel reinforcement for RCC 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.
335	Centering and shuttering including strutting, propping etc. and removal of form for-
336	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.
337	Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather-resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock-ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in-Charge.
338	GST Please Enable Macros to View BoQ information

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Tender For Ward- Urban Beautification And Dust Control Developments Raj Nagar Extension Flyovers, Ghaziabad-Uttar Pradesh

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