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| 1 | Name of Work: Exhibition Centre / Convention Centre Hetu Drainage System, Pathway Sadak Chaudikaran and Marummat etc. work.Note :-(1)- GST Excluded on the aforesaid work. |
| 2 | (A) C.C. Road Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm(8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge. |
| 3 | 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 ippers 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 and directions of Engineer-in-ChargeWith material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.2 2023 |
| 5 | (B) Bituminous Road Widening Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm(8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge.! |
| 6 | 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 ippers 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 and directions of Engineer-in-ChargeWith material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. |
| 7 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 8 | Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 9 | Providing and applying tack coat-1 using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsionOn W.B.M / W.M.M. @ 0.4kg/sqm |
| 10 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 11 | Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specificationclause No. 509 complete in all respects 507 (B) |
| 12 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic hermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 13 | Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and luơng of raised pavement marker with Made of Plastic body of RPIW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer |
| 14 | Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 yeers outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification: No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with arza exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as |
| 15 | Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc. should be as per MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per |
| 16 | Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge Letter, symbols, borders etc. will be as per IRC-67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 17 | (C) Interlocking Tiles 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 ippers 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 and directions of Engineer-in-ChargeWith material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. |
| 18 | Providing and Laying of 80mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand, Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work. 11/SOR (2022) New Item no. 3 (Page) No. 61) |
| 19 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the work SOR-2022 (279) |
| 20 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer in-charge). DSR (2023) |
| 21 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. DSR (2023) 13.52 On concrete work 13.52.2 |
| 22 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 11 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc.complete and as per direction of Engineer-in-charge. DSR 2023 16.63 |
| 23 | (D) Boundary Wall Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & 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 surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. |
| 24 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 25 | RCC work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion of 1:2:4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For RCC Raft Foundation and footing with 4 cm. (1.5\") Guage approved stone ballast |
| 26 | RCC work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion of 1:1.5:3 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For RCC Column (1:1.5:3) |
| 27 | RCC work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion of 1:2:4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For in lighter beams ,i.e. having spans above 6 m.(20\") SI No. 285 |
| 28 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks.SI No. 504 |
| 29 | M-150 class brick work in 1:6 cement and Fine sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. |
| 30 | M-150 class brick work in 1:4 cement and Fine sand mortar in Super structure including supply of all materials , labour and T&P etc. required for proper completion of the work. |
| 31 | 12mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and /or rounded angles not Exceeding 80 mm.In Girth and finished even smooth .SI No. 17.59 Chapter-13 (ii) 1 Cement : 4 Fine sand |
| 32 | Finishing wall with acrylic smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(D.S.R. No-13.46.1) |
| 33 | (E) Drain Work Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & 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 surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. SOR 252 (2022) |
| 34 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. SOR NO. 281 (2022) |
| 35 | R.C.C. work with cement approved coarse sand and 2 cm .(3/4\") guage approved stone ballast in the proportion of 1:1.5:3 inR.C.C at foundation and Footing excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour &T&P etc. required for Prpoper completion of the work. Binding wire cost being included in the item SOR-(2022)287(1) |
| 36 | R.C.C. work with cement approved coarse sand and 2 cm .(3/4\") guage approved stone ballast in the proportion of 1:1.5:3 in R.C.C columns excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour &T&P etc. required for Prpoper completion of the work. Binding wire cost being included in the item SOR-(2022)288(1) |
| 37 | R.C.C. work with cement approved coarse sand and 2 cm .(3/4\") guage approved stone ballast in the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour &T&P etc. required for Prpoper completion of the work. Binding wire cost being included in the item SI No.284(1)SOR(2022) |
| 38 | Mild steel or iron work in plain work such as reinforced concrete/brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured. S.I.No. 504 SOR(2022) |
| 39 | (F) Horticulture Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)2.14 DSR Horti. & Landscaping (2020)2.14.3 Holes 60 cm dia, and 60 cm deep (Avenue Plantation) |
| 40 | Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.7.6 DSR Horti. & Landscaping (2020) |
| 41 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.7 DSR Horti. & Landscaping (2020) |
| 42 | Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., multibranched in earthen pots of size 30 cm as per direction of the officer-in-charge7.30 DSR Horti. & Landscaping (2020) |
| 43 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.24 DSR Horti. & Landscaping (2020) |
| 44 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect.2.26 DSR Horti. & Landscaping (2020) |
| 45 | (G) Street Light Work (Electrical) Supply &Fixing of 7 Mtr GI Octangoanal pole of approved make (top dia 70mm ,Bottom dia 130mm and plate 12mm thick) having 3mm thickness with double arm bracked (1mtr length) in 1:2:4 Rcc foundation including the cost of foundation ,foundation bolt ,excavation& back filling and required T&P Complete . |
| 46 | Supply and fixing of LED street light fitting with mandatory driver set having die cast aluminium body with toughend glass /UV stablizer pc cover and lenses suitable for 60 watt to 72 watt confirming to IP66 and IK07 and above protection having company LOGO engraved complete in respect CAT-AAA |
| 47 | 16 MM sq cable |
| 48 | Supplying and laying of 63 mm Dia (OD-63mm S ID-51 mm Nominal )foIlowing size DWC HDPE pipe ISI marked along with all accesUP PWD SORies like socket, bend, couplers etc. conforming |
| 49 | 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-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 20a.1 sor 202420a.1.12 50 sq. mm 3-1/2 core |
| 50 | Supply and fixing of brass nickle plated compression gland for PVC insulated S armoured served sheathed ,undergroung cable including rubber ring etc all. |
| 51 | Supply and fixing of plain or pin type copper tin plated cable socket (Lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.d 16 sq mm |
| 52 | g 50 sq mm |
| 53 | Supply & Erracetion of factory fabricated & wlred metal clad dust and vermin proof floor mountlng , M.S. Channel Base wlth bottom and top cable entreis Electrical control panel wlth TPN MCCB\"s(four pole 36 KA) with therman magnatic release) switches complete and instrument chamber etc. |
| 54 | Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti-corrosive S conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover S masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., S C.P.R.I. Certified. 725 (d) SOR 2018 |
| 55 | Supply and fixing of 25mm x 5mm G.I. strip on surface or in recess for connection etc. as required. 5.15 DSR 2022 |
| 56 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14 DSR 20221.14.2 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire. |
| 57 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections. |
| 58 | (H) Road Repairing Clearing Jungle including uprooting of rank vegetation grass ,bush,wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. |
| 59 | Earth work in cutting or in filling in ordinary soil, excavation tto be in the form of regular pits not exceeding 1/2 meter (20\") in depth and earthwork in embankment to be in 20 cm (8\") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 meter(5fts) lifts and 30 m. (100 fts) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks withinn 30 metrs (100 fts) distance as directed by ingineer-in-charge.(Rate including royalty) Cartage 5.00 Km SI No.253 |
| 60 | Providing, laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 61 | Providing and applying tack coat-1 using bitumen emulsion conforming to IS:8887, using emulsion pressure distributor including preparing the surface and cleaning with mechanical broom with rapid setting bitumen emulsion on W.B.M. / W.M.M. @ 0.4kg/sqm |
| 62 | Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant , laying and rolling with a three wheel 80-100 kN static roller capacity , finished to required level and grades to be followed by seal coat of Type-C as per technical specification Clause 508. |
| 63 | Proving and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type C as per Technical specification clause 510. Please Enable Macros to View BoQ information |
