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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-03-2026 | Amendment In tender document | Technical Bid | 01-04-2026 |
| Sl. No. | Item Description |
| 1 | Cutting of trees, including cutting of trunks/branches in suitable size removal of stumps/roots, and stacking of serviceable material with all lifts and lead up to storage yard and filling earth in the depression/pit. Girth from 300 mm to 600 mm |
| 2 | Transplantationof treesincludingtrimmingthebranchesof fullgrown treesaspertherequirement,givingthewaxtreatmentof thetrimmed areaof branches, uprooting the treeand transporting theuprootedtree to thespecifiedsiteof the transplantationasdirectedby the engineer-in-chargeupto12kmlead includingall lifts, transplanting theuprootedtreebydiggingarequiredsizeofpit, fillingit with fresh gardensoilandmanureaspertherequirementandmaintaingit fora period of 4 months by watering, weeding, manuring etc complete. A) Trees having trunk girth upto 1.0 metre |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of1 m above ground level and removal of rubbish upto a distance of 50 meter outside the periphery of the area cleared. In area of light jungle |
| 4 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. From Earthwork Calculation Sheet |
| 5 | Transportation by Mechanical means including Loading , Unloading and Stacking 4 Km |
| 6 | Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 3012 of the specifications complete. |
| 7 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. ( For 53 mm maximum size ) |
| 8 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 9 | Construction of dowel jointed, plain Cement oncrete pavement in M-40 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete but excluding cost of steel in dowel bar and tie rod etc. |
| 10 | Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel dowel bars confirming to IS 432, grade I |
| 11 | Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel tia bars |
| 12 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 13 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 15 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete |
| 16 | Centering and shuttering including strutting,propping etc. and removal of form work for : |
| 17 | Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. |
| 18 | Supplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC:67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof. |
| 19 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 90 cm equilateral triangle |
| 20 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 60 cm circular |
| 21 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 80 cm x 75 cm rectangular |
| 22 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 60 cm x 45 cm rectangular |
| 23 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 120 cm highr Rectangular |
| 24 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 156582006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-35 grade ITEM NO.17.4.2 |
| 25 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of1 m above ground level and removal of rubbish upto a distance of 50 meter outside the periphery of the area cleared. |
| 26 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 27 | Transportation by Mechanical means including Loading , Unloading and Stacking 4 Km |
| 28 | Construction of embankment as per provisions of Section 305 with approved materials, confirming to requirements given in Table 301-1 of the specifications, deposited at site from roadway cutting and excavation from drain and foundation of other structures, watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301-2 of the specifications. |
| 29 | Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 3012 of the specifications complete. |
| 30 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. ( For 53 mm maximum size ) |
| 31 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 32 | Construction of Dowel jointed, Plain Cement Concrete Pavement in M -30 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with a fixedform or slip form paver with electronic sensor spreadingthe concrete by shovels, rakes compacted using needle,screed and plate vibrator and finished in a continuousoperation including provision of contraction, expansion,and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, placing ofdowel bar, tie rod admixtures as approved, curingcompound, finishing to lines and grades as per approveddra wings as per IRC :15 and as per Section -602 of the specifications complete excluding cost of steel in dowelbar and tie rod etc. |
| 33 | Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel dowel bars confirming to IS 432, grade I |
| 34 | Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel tia bars |
| 35 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 36 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. |
| 37 | Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. |
| 38 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 90 cm equilateral triangle |
| 39 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 60 cm circular |
| 40 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 60 cm x 45 cm rectangular |
| 41 | Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67 120 cm highr octagon |
| 42 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 156582006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in- Charge.80 mm thick C.C. paver block of M-35 grade ITEM NO.17.4.2 |
| 43 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 44 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximumsize of stone aggregate |
| 45 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 46 | Centering and shuttering including strutting,propping etc. and removal of form work for : For Base Slab for Drain |
| 47 | Centering and shuttering including strutting,propping etc. and removal of form work for : For Side Walls for Drain |
| 48 | Centering and shuttering including strutting,propping etc. and removal of form work for : For Top Slab for Drain |
| 49 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 50 | Providing and fixing factory-made precast RCC-U shape drain, drain covers, having of strength not less than M-50, using Thermo- Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar (minimum 95 kg per cum) and capable of carrying a wheel load of 25.0 Tones for heavy vehicle movement, of size Lid for U-300x300 mm. As per standard size reinforced with 8 mm dia. main longitudinal & 6 mm no’s cross- sectional T'M T. hoop bars, including providing 50 mm dia. perforations @ 2 nos. including providing edge binding with M.S. flats of size 50 mm x 1.80 mm complete, all as per direction of Engineer-in- charge |
| 51 | Providing butt fusion welded joint/jointing by heating to th eends with thehelp of Teflon coated electric mirror/heater ends together etc.by the rmosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 250 mm dia 6Kg/sq.cm |
| 52 | Providing & fixing of following ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.(PHE SOR Item no 1.41.1) 100 mm dia class PN 1.0 for Teated water distribution |
| 53 | Providing and laying including testing Bend 90 degree conforming to IS specifications.(PHE SOR Item no 2.2.5) 250 mm dia 6Kg/sq.cm |
| 54 | Providing and laying including testing Bend 45ْ0 conforming to IS specifications.(PHE SOR Item no 2.3.3) 250 mm dia 6Kg/sq.cm |
| 55 | Providing and laying including testing Equal Tee conforming to IS specifications(PHE SOR Item no 2.4.3) 250 mm dia 6Kg/sq.cm |
| 56 | Providing and laying Pipe end confirming toIS specifications.s 250 mm dia 6Kg/sq.cm |
| 57 | Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipeand specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 250 mm dia 6Kg/sq.cm |
| 58 | Providing, Supplyingand fixingof Electro Fusion Tapping Ferrule (Branch Tapping Saddle) femaleBSP Threaded withSS304 insert fittings in accordance with BSEN 12201 : Part-3suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated forwater application. Thecost suchas testing, inspection charges, transportationuptosite, transit insurance, loading, unloading, stacking etc. all complete Electrofusion tapping ferrule 110x15mm |
| 59 | Providing, Supplyingand fixingof Electro Fusion Tapping Ferrule (Branch Tapping Saddle) femaleBSP Threaded withSS304 insert fittings in accordance with BSEN 12201 : Part-3suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated forwater application. Thecost suchas testing, inspection charges, transportationuptosite, transit insurance, loading, unloading, stacking etc. all complete Electrofusion tapping ferrule 110x20mm |
| 60 | PVC Ball Valve With Compression & Female threds 20x15mm |
| 61 | PVC Ball Valve With Compression & Female threds 25x20mm |
| 62 | Providingand fixingG.I.Union inG.I.pipe line including cutting and threading the pipe andmaking long screws etc complete (new work) : G.I Union 20mm Nominal bore |
| 63 | Providing and fixingG. I.ElbowinG.I. Pipe line i/c cutting threading testing etc. complete G.I Elbow 15mm dia |
| 64 | Providing and fixingG. I. Nipple of minimum length 100mm in G.I. Pipe line i/c cutting, threading, testing and carriage etc. complete G.I Nipple 15mm Dia |
| 65 | Providing laying and jointing of galvanised Iron Pipes with specials (suchasbends,elbows, teesetc)class light,medium & heavy includin gtesting of joints, cost of pipes, specials and jointing materials all complete. G.I Pipe 15mm Dia Nominal bore |
| 66 | Providing laying and jointing of galvanised Iron Pipes with specials (suchasbends,elbows, teesetc)class light,medium & heavy includin gtesting of joints, cost of pipes, specials and jointing materials all complete. G.I Pipe 20mm Dia Nominal bore |
| 67 | HDPE Water Meter Box |
| 68 | Wollman Turbine buik Meters |
| 69 | Mope Pipes 20mm Size |
| 70 | Mope Pipes 25mm Size |
| 71 | ProvidingandfixingG. I.socket in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) G.I Scoket 15mm Dia |
| 72 | Road Gully Chambers :-Construction of Brickmasonry road gully chambers with brick work in cement mortar 1:5 (1 cement: 5 course sand ) and 12mm plaster 1:3 including foundation incement concrete grade M-5(NominalMix) with stone aggregate 40mm nominal size Including precast reinforced cement concrete top cover and frame. (As per Drawing No. 18) Chamnber 50x45x60cm with horizontal grating 500x450 |
| 73 | Cement concrete grade M-15 (Nominal Mix) with 20 size of stone aggregate mm maximum Platform for Open Space HSC |
| 74 | Providing & fixing water taps 15mm Dia |
| 75 | Providing & fixing water taps 20mm Dia |
| 76 | Supplying and drawing single core PVC insulated cable FR with copper multistr and conductor ISI marked in existing rigid conduit in surface or concealed as per specification. 3 X 1.5 sq. mm. |
| 77 | Supplying and drawing single core PVC insulated cable FR with copper multistr and conductor ISI marked in existing rigid conduit in surface or concealed as per specification. 2.5 Sq mm cable 3 X 2.5 sq mm |
| 78 | Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification |
| 79 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. Digital Ampere Metre with CTs with selector switch |
| 80 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. Digital Volt Metre with selector switch & HRC fuse |
| 81 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. Frequency Metre |
| 82 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. Copper Bus bar strips with PVC sleeves |
| 83 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. Aluminium bus bar strips with PVC sleeves |
| 84 | Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification. LED lamp indicator |
| 85 | Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply, installation, testing and commissioning of Astro- TimeSwitch based on Astroprogrami.e.calculation of sunrise and sunset times through date, time and Indian PIN Codes. It shall have an option of Astro ON period over ride by time switch and Offset function which allows programming of switching times Offset from the astronomic time.The230VA Coperated Astro Time Witch shall have an operating range of 96...253VAC with 1NO, 16A, AgSn02 Contactmaterial with Startingcurrent of 120 Aand1CO cadmium Freecontacts, it shall have LCD status indication with back light displaya long with internal easily replace able battery on the front side forset up and programming. The electrical lifeat rated load AC1 shall be 1Lakh cycles and shall workat anambient temperatureof-20 to+50degC. It shall have adiel ectricstrength between supply and open contacts of 4000V AC, between open contacts 1000VAC respectively and rated impulse voltage (between supply and contacts) of 6kVand rated impulse voltage (between open contacts)of1.5kV.Themountingshallbeon35mmDINrail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC. |
| 86 | Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole,50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal - magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2 Current Rating -25 to100 Amps & 70% -100% adjustable |
| 87 | Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole,50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal - magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2 Current Rating -160 Amps & 70% -100% adjustable |
| 88 | Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole,50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal - magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2 CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10times magnetic setting |
| 89 | Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole,50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal - magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2 CurrentRating-250Amps&Adjustable:70%-100%thermal&5-10times magnetic setting |
| 90 | Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- MCB SP 6Amp to 32Amp 10kA rating |
| 91 | Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- MCB DP 6Amp to 32Amp 10kA rating |
| 92 | Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- FOR TRIPLE POLE & NEUTRAL(TPN) 6 Amp to 32 Amp Rating |
| 93 | Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- FOR TRIPLE POLE & NEUTRAL(TPN) MCB FP For 50 Amp to 63 Amp Rating |
| 94 | Supplying and installing double wall corrugated pipes (DWC) of HDPE (IS 14930 Part II -marked) for cable laid underground with necessary material and at required depth upto 90cm. below road/ground surface, including excavation, back filling with excavated material, ramming and making the surface good. 50.00mm outside dia. |
| 95 | Supplying and installing double wall corrugated pipes (DWC) of HDPE (IS 14930 Part II -marked) for cable laid underground with necessary material and at required depth upto 90cm. below road/ground surface, including excavation, back filling with excavated material, ramming and making the surface good. 110.00mm outside dia |
| 96 | Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor ARMOURED 4 CORE 6 Sq.mm.(XLPE) |
| 97 | Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor ARMOURED 4 CORE 10 sq. mm. |
| 98 | Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor ARMOURED 4 CORE150 Sq.mm.(XLPE) |
| 99 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directingroundincludingexcavation,sandcushioining,protective covering and refilling the pit etc. as required. |
| 100 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmmbut notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. |
| 101 | Earthing with G.I.Earth pipe 4.5 meter long and 40mm dia with masonary enclosure incementmortor, cover plate having locking arrangment on the top etc.(but without charcoal or coke and salt) complete as required. |
| 102 | Earthing with G.I. Earth plate 600mmX600mmX6mm thick including accessories and providing masonary encloser incement mortor,coverplatehaving lockingarrangmentonthetopandG.I. wateringpipe20mmdia2.7meter longetc.(butwithoutcharcoalor coke and salt ) complete as required. |
| 103 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation &refilling. |
| 104 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 105 | Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required |
| 106 | Supplying and laying 8 SWG copper wire at 0.5 meter below ground level as conductor earth electrode including soldering etc. as required. |
| 107 | Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete. Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm |
| 108 | Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete. GlandSize50mmsuitableforcable3½x150Sq.mmOR3 x 185 Sq.mm |
| 109 | Supplying and fixing ferrules as per IS - specification suitable for following size of cable for circuit identification including connection as required complete 2.5 to 6.00 sq. mm |
| 110 | Supplying and fixing ferrules as per IS - specification suitable for following size of cable for circuit identification including connection as required complete 10.00 sq. mm |
| 111 | Supplying and fixing crimping type alum. lugs as per I.S.S. specification suitable for following size of cable with alu./copper solid/stranded conductor evenly crimped with high/pressure tool and connected to switch gear/bus/M.C.C.B./M.C.B. etc. as required complete. 6 -16 sq. mm |
| 112 | Supplying and fixing crimping type alum. lugs as per I.S.S. specification suitable for following size of cable with alu./copper solid/stranded conductor evenly crimped with high/pressure tool and connected to switch gear/bus/M.C.C.B./M.C.B. etc. as required complete. 150 Sq.mm. |
| 113 | Copper lugs tube type Upto 16 sq. mm conductor size |
| 114 | Providing and erecting 9 mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade) |
| 115 | Providing and fixing of sword canopy type double arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole |
| 116 | Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner. |
| 117 | Providing and fixing of sword canopy type single arm GI bracket upto2 Mtr. Long for 70mm A/F top octagonal pole |
| 118 | Supplying of street light with high power LED of 1to3 Weach assembled on single MCPCB, system lumens out put with efficacy>110 lm/W. luminiare having color temp 6500 K&50000burninghrs life with minimum @L70, The colour rendering index of LED light should be more than70.Luminiare comprises of driver, PF0.95&surgeprotection 4KV. Housing made of pressure die casta luminium with heat resistant flat glass/Lens type, IP66 protection.SubmissionLM80-08FormLEDSourceManufacturer&LM79 08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.diaG.I. Pipe bracket upto 2mtr. long in required angle/shape, connection lead, testing etc to complete the job.2Yrs Guarantee certificate from manufacturer. 150W |
| 119 | Provisional Sum for Temporary Utility Shifting |
| 120 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-inITEM NO.-15.6.2 |
| 121 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. |
| 122 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. |
| 123 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 124 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,architrave,holdfasts etc. complete and stacking within 50 metres lead : |
| 125 | Transportation by Mechanical means including Loading , Unloading and Stacking Lime Moorum building rubbish |
| 126 | Transportation by Mechanical means including Loading , Unloading and Stacking Brick |
| 127 | Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section 200 of the specifications |
| 128 | Earth work in excavation of foundation of structures with all lifts & lead up to 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per section 300 and 2100 of the specifications |
| 129 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. |
| 130 | Providing and laying levelling course in foundation, filling annular spaces around footing in rock up to top of rock in lean cement concrete M-10 nominal mix with 40 mm size coarse aggregate as per section 1000, 1500, 1700 and 2100 of the specifications using concrete mixer. |
| 131 | Providing and Laying Plain/Reinforced cement concrete in open foundation including form work shuttering ect. Complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 with.Concrete with Plant (Drum Type) and Placing |
| 132 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600 (FE 500) |
| 133 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (M-20) |
| 134 | Supplying, fitting and placing un-coated HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of section 1600 (FE 500) |
| 135 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 136 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Section 2504 of the specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. Please Enable Macros to View BoQ information |
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