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| 1 | Dismantling of flexible pavements and disposal of dismantaled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately, excetra complete. |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre, breaking clods, dressing to the required lines, curves, grade and section, watering and compacting to 97 percent of standard proctor density for a lead of over 50 metres to 300 metres inclusive from the site of excavaion to the site of deposition, as directed. |
| 4 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at optimum moisture content in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying by Grader / Paver. |
| 6 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material. |
| 7 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) with Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra) (using ARTIFICIAL SAND). |
| 8 | Supplying & Fixing cobble stone of size 300mm X 300mmX 50mm thick of black colour with natural Finish & four Side machine cut Cobbel of different Colours & laying 1:6 Cement Mortor on and average 65mm thick cement bed , Gap in two stones to be fdilled by 1:3 cement mortor and filler of colour cement with sunk pointing and machine cut straight line locks square shape as per detailed drawing and specification & as per thedirected by engineer in charge including transportation, loading, unloading and all others taxes and excluding GST. |
| 9 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Manual Means) (Lift up to 1.50 metre) |
| 10 | Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (Lift up to 1.50 metre) |
| 11 | Providing rubble filling of trap stones for foundations including filling voids with sand and compaction, excetra complete. (using ARTIFICIAL SAND). |
| 12 | Providing Laterite stone masonry with Cut Laterite Stone in cement mortar 1:4 including scaffolding, racking out joints pointing in cement mortar 1:3 and watering in pillars of curved shapes, as shown on the drawings or as directed, excetra complete. (using ARTIFICIAL SAND). |
| 13 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete. |
| 14 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. |
| 15 | Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete. |
| 16 | Providing and Fixing Wrought iron Gutter Jali of 25mm thick with Approved Design made up onfurnase process with metric opening slits of Water drain having laod bearing capacity of minimum 30 Tonne with necessary MS Angle Frame and Hold fast as per approved design and drawings etc Completed. |
| 17 | Providing and casting in situ / ready mix plain cement concrete M-20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (using ARTIFICIAL SAND). |
| 18 | Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and cast iron lid cover 75 kilogram with frame fixed in cement concrete, excetra complete. (using ARTIFICIAL SAND). |
| 19 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant / weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. |
| 20 | Providing and laying 125 micron low density polyethylene sheet confirming to Indian Standard : 3395 - 1997 below concrete pavement including all materials and labour complete. |
| 21 | Providing and laying in situ M-40 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport and Highways specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, transporting to site, spreading, laying, compacting and finished in a continuous operation, finishing to lines and grades as directed by Engineer in-charge and curing by curing compound / by providing cement vata in cement mortar 1:8 at 0.6 metre X 0.6 metre center to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period or by any other method approved by Engineer in-charge, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. |
| 22 | Providing and fixing in position thermo mechanically treated FE 500, 32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint, of required dia, 60 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting, supported by thermo mechanically treated FE 500 chairs with proper alignment by using properly designed assembly of bulkheads, lubricating half length with bituminous paint as directed, excetra complete. |
| 23 | Providing and fixing in position thermo mechanically treated FE 500, tie bars precoated with anticorrosive epoxy paint, of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, wrapping with paper of approved quality for half length, necessary cutting, handling, supported by assembly of thermo mechanically treated FE 500 chairs with proper alignment, excetra complete. |
| 24 | Cutting transverse contraction joints 3 milimetre to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab, excetra complete including subsequent widening of the groove 8 milimetre to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer in-charge. |
| 25 | Providing to contraction joints polysuphide sealent (pouring grade) confirming to British Standard : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene foam backer rod of required diameter (appraoximately 25 percemt larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. - Contraction and longitudinal joints 15 milimetre deep X 8 milimetre wide. |
| 26 | Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 27 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and Abstrone Butadyne Styrine moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer |
| 28 | Proving and laying bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder, transported at site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80 / 100 milimetre compacted thickness - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate feeder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor paver and Vibratory roller, excluding prime/Tack coat, excetra complete - Bitumen specified grade 3.30 percent. (Using VG-30 bulk bitumen) |
| 29 | Proving and laying dense bituminous macadam using crushed aggregates of grading-I, premixed with bituminous binder Bitumen VG-30 (Asphalt Grade 60/70) at the rate of 4.50 percent by weight of total mix and filler, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76 milimetre / 100 milimetre compacted thickness. - with drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate feeder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor paver and Vibratory roller, excluding prime/Tack coat, excetra complete. Bitumen VG-30 (Asphalt Grade 60/70) with Stone Dust filler. |
| 30 | Providing and laying bituminous concrete using crushed aggregates of grading-I premixed with bituminous binder at the rate of 5.20 percent by weight of total mix and filler, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen (Asphalt Grade 60/70), excluding prime / tack coat. For Bitumen VG-30 bulk - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler. |
| 31 | Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen set footed in bitumen boller on black topped surface 2.5 killogram per 10 square metre. (Using VG-30 bulk bitumen) |
| 32 | Providing and laying cast in situ / Ready Mix Cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). |
| 33 | Providing and cutting, bending, hooking, tieing and laying in position thermo mechnically treated FE-500 steel bars for reinforcement for reinforcement for all reinforced cement concrete works as per detailed drawings, excetra complete. |
| 34 | Providing and applying two coats Apex Ultima Puranature Anti- Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, excetra) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 35 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications excetra complete. (by granular material) |
| 36 | Providing and fixing of Curtain wall Glazing with Aluminiun Powder Coated Mullion & Transom section (Jindal) size of 131mm x 67mm x 1.8mm thick weighted 2.24 kg/mtr and 82mm x 67mm x 1.8mm thick weighted 1.38 kg/mtr respectively with Base Plate size of 63 x 10 x 1.8mm thk weighted 0.464 kg/mtr & Cover Plate of size 67mm x 18mm x 1.3mm thick weighted 0.383 kg/mtr. Using 12mm thk (Saint Gobain) clear toughened glass as per approved colour and shade. |
| 37 | Providing & Fixing of 1.2mm thk powder coated GI sheet Cladding Cladding for Signage purpose of exterior grade of approved make and shade. Every sheet panel fitting on aluminium (Non-Jindal) section of 25mm X 38mm X 2mm thk weighted 0.640 kg/mtr with Tray system which is supported by MS sub-substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk, Gaps between two composite panel filling with Dow Corning weather silicon sealant (DC789) fully waterproof. |
| 38 | Providing and fixing of Aluminum Vertical Louvers (Jindal) with Powder coated of approvad colour shade, having shape of sections pipe 50mm X 50mm X 3mm thk to be supported by MS sub substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk and mechanically joints with screws with C/C distance of 100mm, fixed with horizontally and mechanically joints with screws as per approved design and drawings. |
| 39 | Providing & Fixing of 3mm thk Perforated aluminium sheet (Jindal) Cladding of exterior grade powder coated of approved make and shade Every ACP panel fitting on aluminium (Non-Jindal) section of 25mm X 38mm X 2mm thk weighted 0.640 kg/mtr with Tray system which is supported by MS sub-substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk, Gaps between two composite panel filling with Dow Corning weather silicon sealant (DC789) fully waterproof. |
| 40 | Providing and fixing of Aluminum Horizontal Louvers (Jindal) with Powder coated of approvad colour shade, having shape of sections pipe 50mm X 50mm X 3mm thk to be supported by MS sub-substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk and mechanically joints with screws with C/C distance of 100mm, fixed with vertically and mechanically joints with screws as per approved design and drawings. |
| 41 | Providing & Fixing of Brick Cladding of exterior grade of approved make and shade. Every BISON board fitting on aluminium (Non-Jindal) section of 25mm X 38mm X 2mm thk weighted 0.640 kg/mtr with Tray system which is supported by MS sub-substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk, as per approved design and drawings. |
| 42 | Providing and fixing of Aluminum Vertical Louvers (Jindal) with Multiple Powder coated of approvad colour shade, having shape of sections pipe 50mm X 50mm X 3mm thk to be supported by MS sub-substructure of box pipe of 50mm X 50mm X 3mm thk and 100mm X 100mm X 5mm thk and mechanically joints with screws with C/C distance of 100mm, fixed with horizontally and mechanically joints with screws as per approved design and drawings. |
| 43 | Decorative light SystemProviding and fixing complete decorative lights, as per detailed drawing and specification & as directed by engineer in charge including transportation, loading, unloading. |
| 44 | Providing and fixing complete Lite up Signages, as per detailed drawing and specification & as directed by engineer in charge including transportation, loading, unloading. |
| 45 | Providing & Supplying dustbin, as per requirement & asdirected by engineer in charge including transportation, loading, unloading. |
| 46 | Providing & Supplying Planters, as per detailed drawing and specification & as directed by engineer in charge including transportation, loading, unloading. |
| 47 | Providing & Fixing Glassfibre Mural, as per detailed drawing and specification & as directed by engineer in charge including transportation, loading, unloading. |
| 48 | Providing and fixing complete fountain system along with the filtraction and pumping system and inclusive of all the necessary fitting and plumbing work, as per detailed drawing and specification & as per thedirected by engineer in charge including transportation,loading,unloading and all others taxes and excluding GST. |
| 49 | Providing and fixing stainless steel Automatic Hydraulic bollard of steel pipe 0.90 metre long of 220 mm diameter with 3 mm thickness including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304). |
| 50 | Providing and laying cast iron pipes of \"B\" class of 100 milimetre diameter with sockets and spiget ends / flanges and cast centrifugally / vertically including specials, laying pipes and back filling the trench complete including excavation. |
| 51 | Providing and laying cast iron pipes of \"B\" class of 150 milimetre diameter with sockets and spiget ends / flanges and cast centrifugally / vertically including specials, laying pipes and back filling the trench complete including excavation. |
| 52 | Providing and making lead joints for 100 milimetre diameter cast iron pipe line including lead and testing. |
| 53 | Providing and making lead joints for 150 milimetre diameter cast iron pipe line including lead and testing. |
| 54 | Providing and making flanged connection for the 100 milimetre diameter cast iron pipe line including painting, rubber insertion, nuts and bolts, excetra complete. |
| 55 | Providing and fixing on walls / celling / floors, 15 milimetre diameter heavy grade having embossed as Indian Standards Institution Mark galvanised iron pipes weight of 1.48 kilogram per metre with necessary fittings, remaking good the demolished portion and applying primer of anticorrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. |
| 56 | Providing and fixing on walls / celling / floors, 20 milimetre diameter heavy grade having embossed as Indian Standards Institution Mark galvanised iron pipes of 1.93 kilogram per metre with necessary fittings, remaking good the demolished portion and with primer of anticorrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. |
| 57 | Providing and fixing on walls / celling / floors 25 milimetre diameter heavy grade having embossed as Indian Standards Institution mark galvanised iron pipes weight of 3.01 kilogram per metre with necessary fittings, remaking good the demolished portion with primer anti-corrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. |
