Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-05-2025 | Corrigendum | Date | 29-05-2025 |
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to distance of 50m outside the periphery of the area cleared |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyBituminous Course |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Granular Course |
| 4 | 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. |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 6 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 7 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.-600 MM Dia |
| 8 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works 600 to 900 mm dia |
| 9 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works -900 and above mm Dia |
| 10 | Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. |
| 11 | Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately. |
| 12 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 13 | Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting and excavation from drains satisfying the requirment of min. soaked CBR value as indicated in drawings with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 14 | Construction of sub-grade and earthen shoulders with approved material obtained fromright ofway with all lift and leads transportingto site spreading , grading to reruired slope and compacted to meet requirement of table no 300.20 |
| 15 | Cartage of earth or fly ash including loading & unloading but excluding stacking on pakka roads at 4 KM lead |
| 16 | Cartage of earth or fly ash including loading & unloading but excluding stacking on pakka roads at 7 KM lead |
| 17 | Cartage of earth or fly ash including loading & unloading but excluding stacking on pakka roads at 9 KM lead |
| 18 | Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compaction with vibratory roller to achieve the desired density, complete as per clause 401 |
| 19 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 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. |
| 20 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 21 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 22 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 dsired compaction as per MORTH specification clause No. 505 complete in all respects. |
| 23 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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 adn alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 24 | Earth work in excavation of foundation of structures 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 and backfilling with approved material-.From 0.0 m TO 3.0 m Depth |
| 25 | Earth work in excavation of foundation of structures 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 and backfilling with approved material -From 3.0 m TO 6.0 m Depth |
| 26 | Earth work in excavation of foundation of structures 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 and backfilling with approved material- Above 6.0 m Depth |
| 27 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.M-15 grade for PCC |
| 28 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.M-35 grade in foundation, base slab, |
| 29 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.M-40 grade in foundation, base slab, |
| 30 | Supplying, Fitting and PlacingHYSD bar Reinforcement infoundation, base slab,complete as per Drawing and Technical Specifications. |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications- M35 grade in Sub-Structure |
| 32 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications- M40 grade in Sub-Structure |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 34 | Providingand Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification-M-40 grade in Superstructure |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 36 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 35 grade using minimum 422 kg cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 800 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-incharge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge), However, the actual area of the diaphragm wall, correct to two places of decimal, from design bottom level to the design cut off level (including portion anchored in the rock upto the design bottom level) only shall be easured for payment. Excess/less cement used for design mix including the extra cement required for under water concreting is payable / recoverable separately. |
| 37 | Supplying, fitting and placing HYSD bar reinforcement indiaphragm wall complete as per drawing and technical specifications |
| 38 | Providing and laying C.C. pavement of mix M-35 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush and groove cutting etc. complete as per specifications and directions of Engineer-in-charge. |
| 39 | Providing and Laying in positionbitumen hot sealing compound for expansion joint etc Using \"A\" sealing compound. |
| 40 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 Specification. |
| 41 | Construction of cast in situ cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 |
| 42 | Construction of cement concrete kerbchannel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 35 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM35 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 |
| 43 | Brick work with common Burnt Clay F.P.S.(Non Modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 44 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing |
| 45 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 46 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans -Truss and vertical support |
| 47 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans-Alluminium Alloy Plate for Overhead sign |
| 48 | 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. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. |
| 49 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with lime sand etc. all complete as per the direction of Engineer-in-charge. |
| 50 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 51 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 52 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick |
| 53 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement : 4 fine sand) |
| 54 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 55 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 56 | White washing with lime to give an even shade : New work (three or more coats) |
| 57 | Providing Wall putty on new surface with approved qualit material of Berger/ J.K. / Birla or similar make 2 coats. |
| 58 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm)over and including priming coat of exterior primer applied@ 2.20kg/10 sqm |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 60 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 100 mm nominal inner dia Pipes -100mm nominal inner dia pipes |
| 61 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 100 mm nominal inner dia Pipes-150 mm nominal inner dia Pipes |
| 62 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 63 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.26 mm M.S. laths with 1.26 mm thick top cover |
| 64 | Providing and fixing of ps roofing Multicell Panel system Minimum 10mm thick Multicell having min. 45 to 50 microns Co- extruded UV protected on top Layer (exposed to Sun) over structural steel / MS purlin as per approved colour/shade. anels shall have width of 900mm to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Polycarbonate Panel System with minimum 3 cells and 4 walls structure shall be uniform in colour with an integral Tight-Cell, with all fixing accessories to ensure best performance for wind uplift, vibriation, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Snapon connectors to interlock the panels shall have a double grip lock tooth locking mechanism to ensure maximum uplift capability. Panels shall have Polycarbonate End-cap/ Aluminium U- profile for ends as per requirement. Panels must satisfy Dart drop impact test as per IS 14443 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTMG 155. Panels shall not have Yellowness Index as per ASTM E - 313 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be sealed with aluminum U- profile (mill finish) for ends. Panel manufacturer shall provide limited warranty against any manufacturing defects for a period of 10 years. Multicell panels shall be fixed over structural steel/ Ms purlin (shall be paid extra) as per direct |
| 65 | Providing and driving steel sheet pile (SP-4) of specific dimension and length including all cost of material, labour, plant and machinery with all leads and lifts including taking out/ removal of sheet pile after completion of work. |
| 66 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collarsjointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 300 mm dia R.C.C. pipe |
| 67 | Providing and erecting a single side single \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre-to-centre, 2 m high, 1.15 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 805 mm long complete as per Clause 810. as MORTH (with Vertical post) |
| 68 | Supply & fixing of 10 mtr GI Octagonal Pole of approved make (top dia 100mm, Bottom dia 200 mm and base plate 16mm thik) having 3 mm thickness with Single arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling etc.as Required complete in all respect. |
| 69 | Supply & fixing of 10 mtr GI Octagonal Pole of approved make (top dia 100mm, Bottom dia 200 mm and base plate 16mm thik) having 3 mm thickness with Double arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling etc.as Required complete in all respect.. |
| 70 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 150 Watt. Confirming to IP 66 Protection complete in all respects CAT AAA |
| 71 | Supply & fixing of 20 mtr High mast shaft of approved make with rising system hot dip galvanized inside & outside dip, heaving pole sheet thickness 4 mm. Top dia minimum 150 mm, Bottom dia 410 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having nocircumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool motor, 3 point suspension system with steel wire rope 8 mm dia, double drum winch, including making suitable foundation as per manufacture drawing/ site requirement along with foundation bolts nuts, washers, anchor plates etc complete in all respect. |
| 72 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 200 Watt. Confirming to IP 66 protection complete in all respect.CAT AAA |
| 73 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 50 Watt. Confirming to IP 65 protection complete in all respect.CAT AAA |
| 74 | Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc. complete in all respect. CAT AAA |
| 75 | Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect. |
| 76 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depth of 750mm below ground level over a cushion of 75mm. 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-In- charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.16sq.mm 4 core |
| 77 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depth of 750mm below ground level over a cushion of 75mm. 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-In- charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 25sq.mm 3.5 core |
| 78 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depth of 750mm below ground level over a cushion of 75mm. 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-In- charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 95sq.mm 3-1/2 core |
| 79 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depth of 750mm below ground level over a cushion of 75mm. 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-In- charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 185sq.mm 3-1/2 core |
| 80 | Supplying and fixing of brass nickel plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-In-charge.16sq.mm 4 core |
| 81 | Supplying and fixing of brass nickel plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-In-charge. 25sq.mm 3.5 core |
| 82 | Supplying and fixing of brass nickel plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-In-charge.95sq.mm 3-1/2 core |
| 83 | Supplying and fixing of brass nickel plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-In-charge. 185sq.mm 3-1/2 core |
| 84 | Supplying 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- In- charge.16sqmm |
| 85 | Supplying 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- In- charge. 25sqmm |
| 86 | Supplying 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- In- charge. 95sq.mm |
| 87 | Supplying 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- In- charge. 185sq.mm |
| 88 | Deduct in item no. 501 (I) 501 (t) and 506 (a) to (f) when cables is passed through G.I./M.S. or Hume pipe in road crossing or along the wall. The cost of the G.I. pipe, hume pipe is to be extra when and where required.-cable in DWC Pipe |
| 89 | Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, 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 & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 90 | Supply and burying of 40mm dia 4.5 meters long G.I. pipe vertically 12 dia, Holes spaced 75mm apart drilled up to 2meter from the bottom complete with earthing lead of No.6 to 8 SWG GI wire in G.I. pipe up to apron (and from apron to switch board, 30mm square C.I. boxwith hinged cover masonry enclosed, funnel at top, alternate layers of charcoal/chock and salt at least 150mm thick alround etc. as per directions of Engineer0in-charge complete in all respect as per drawing. |
| 91 | Supply and fixing of8 SWG G.I. wire along with undergroundcable duly bound with clips as directed by Engineer-in-Charge with supply of all labour and T&P required for proper completion of work. |
| 92 | Supply and layingof 25 x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 93 | Supply and burying earth electrode for lighting conductor of 600mm x 600mm x 3mm Copper plate vertically with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe for watering funnel, 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick around etc. as per directions of Engineer-in-charge complete in all respect.-TRF\"s Nutral earth |
| 94 | Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect. |
| 95 | Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, and selector switches for ammeter and voltmeter, instrument fuses, current transformer etc. The board shall have suitable capacity electrolytic aluminium bus bars as per IS8623 insulate with heat shrink sleeping and mounted on non-hygroscopic supports such as CMC/DMC support with detachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entry boxes in case of pedestal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grouting of the board as per direction of Engineer-in-Charge. All outgoing switches of 100 Amp. And above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. Incoming200 Amp. TPN -1 NoOutgoing -100 Amp. TNP-2 Nos. Cat. B. Cubicle Type |
| 96 | Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, and selector switches for ammeter and voltmeter, instrument fuses, current transformer etc. The board shall have suitable capacity electrolytic aluminium bus bars as per IS8623 insulate with heat shrink sleeping and mounted on non-hygroscopic supports such as CMC/DMC support with detachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entry boxes in case of pedestal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grouting of the board as per direction of Engineer-in-Charge. All outgoing switches of 100 Amp. And above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. Incoming200 Amp. TPN -1 NoOutgoing -63 Amp. TPN-3 Nos. Cat. B. Cubicle Type |
| 97 | Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, and selector switches for ammeter and voltmeter, instrument fuses, current transformer etc. The board shall have suitable capacity electrolytic aluminium bus bars as per IS8623 insulate with heat shrink sleeping and mounted on non-hygroscopic supports such as CMC/DMC support with detachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entry boxes in case of pedestal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grouting of the board as per direction of Engineer-in-Charge. All outgoing switches of 100 Amp. And above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. Incoming200 Amp. TPN -1 NoOutgoing -32 Amp.TPN- 3 No, 1 Cat. B. Cubicle Type |
| 98 | Supply and fixing of M.S. box of size 600mm x 480mm x 200mm deep in sunk for housing BDB/TPN fabricated from 16 gauge M.S. Sheet and 13mm x 2.5mm flat iron etc. painted outside with red oxide primer and inside with synthetic enamel paint complete in all respect. |
| 99 | Supply and fixingof 160 Amp 4 pole MCCB (25 KA) Thermal Magnetic release. CAT A |
| 100 | Supply and fixing of 40 A TPNcapacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. |
| 101 | Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multi stand single core copper conductor cable in 20 mm dia heavy gauge rigid steel conduit concealed in wall, complete with one number 14 SWG copper earth continuity wire including matching colour wash etc., complete in all respect. |
| 102 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E. Rules. |
| 103 | Painting of the electrical pole with 2 coatsAL. paint over red oxide primer complete in all respects. |
| 104 | Supply and laying of following type high connectivity aluminium strand compound circular conductor XLPE armoured 11 KV cable neutral earthed system confirming IS7098-Part-II(1985) with latest amendment at a depth of 900mm. below ground level over a cushion of 100mm thick sand around and protected with burnt bricks on sides and on top of cable shall be properly connecting with the earth conductor by clamp etc. with the cost of all material, labour, T&P etc. required for proper completion of the work. Complete in all respects as per direction of Engineer-In-Charge 120sqmm 3 core |
| 105 | Wiring point for light with 1.5sq mm FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with1.5sqmm FR PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit, piano type switch & ceiling rose/ angle/ batten holder on 3mm thick fenolic laminated backelite sheet complete in all respect as directed including matching colour wash. |
| 106 | Add for light/fan points with modular type switch in place of piono type switch and socket. |
| 107 | Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work. |
| 108 | Supply fixing of surface/flush mounting 4way TPN Distribution board (Legrand Lexic) without MCB with additional metal door complete in all respect as directed at site by engineer in charge. |
| 109 | Supply and fixing of 40Amp 4pole MCB (10KA) (Legrand Lexic) |
| 110 | Supply and fixing of 6 Amp to 32Amp. SPMCB (10KA) (Legrand Lexic) |
| 111 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA |
| 112 | Supply and fixing of fire extinguisher, ABC Type 4.00kg. capacity (ISI Marked IS : 15683 & TAC approved)complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 113 | Supply and fixing of steel tubular pole 11M long designated 410-SP-56 in 1:3:6 cement, concrete graded stone aggregate of 40mm nominal size and foundation including excavation back filling etc. complete in all respects as per direction of Engineer-In-Charge. Including GST |
| 114 | Supply and fixing of 11KV Pilfer proof metering cubicle complete in all respects as per direction of E/I Including GST |
| 115 | Supply and fixing of 11KV TPMO with 9 Nos insulator of complete in all respects as per direction of E/I Including GST |
| 116 | Supply Erection Testing & Commissioning of 250KVA Copper wound, outdoor type Transformer as per Level -2 ISS including fees complete in all respects as per direction of E/I.Including GST |
| 117 | Supply & erection of stay set at 3.5 Metres away from the pole complete with galvanised 19 mm dia x1.80 Metre long stay rod, 30 cm x 30 x 6.3 mm anchor plate, thimble stay clamps, stay insulator,19 mm 600 mm double screw tightener, 7/3.5 mm G.I. stay wire etc. in 1:3:6 cement concrete complete in all respect. |
| 118 | Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for 3 core 120sqmm, XLPE aluminium conductor cable of 11 KV grade as required Including GST |
| 119 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core 120sqm, XLPE aluminium conductor cable of 11 KV grade as required.Including GST |
| 120 | Supply and burying earth electrode for lighting conductor of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe for watering funnel, 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineerin-charge complete in all respect. |
| 121 | Dismantling of overhead lines comprising of copper/ aluminium overhead conductor, G.I. wire, cross arms, insulators etc. as required.Including GST |
| 122 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required..Including GST -90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 123 | Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required..Including GST 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 124 | Supply and laying of 100mm X 50mm X 2240mmM S channel complete in all respects.Including GST |
| 125 | Supply andInstalling following size of perforated hot dipped galvanised iron cable tray (Thickness not less than 50 micron )with perforation not more than 17.5 % in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspender including G.I. Bolts & Nuts, etc. as requireds complete in all respects. Including GST |
| 126 | Supply, installation testing and commissioning ofsubmersible pump working on 415V, 3 Phase, AC supply, suitable for discharge of 3000 LPM,14 KW at up to 13.0 mtr head including, solid handling capacity of90mm, CI, Impeller- CI, Shaft -SS420, 150 mm pump outlet, and CRCA sheet control panel with overload relay, single phase preventor,control relay, Moisture protection & temperature protection, Automanual switch, Volt selector switch, Ammeter, Voltmeter, indicating lampsforR, Y, B, Pump on, pump trip, low level, high temp etc. protection switch relevant accessories complete set for each sump including earthing etc. complete in all respects as per the direction of Engineer-In-Charge. Note : Control Panel Each Pumpshall start/stop automatically.• In case of pump getting tripped, indication shall come on the panel.RNS(10 Amp) make float switch for automatic operation of pumps & dry run protection. |
| 127 | Providing, laying and fixing 150 mm dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. Including GST |
| 128 | Supply, installation testing and commissioning of 150mm dia BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & 0- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified Including GST |
| 129 | Supply, installation testing and commissioning of 150mm dia NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating for chilled / hot water circulation including insulation as specified Including GST |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
