Haryana State Roads And Bridges Development Corporation Limited has published Tender For Improvement Of Sanoli-Panipat Road Rd From 7.20 To 18.31 (Upto G.T. Road Nh-44) Leftout Portion Which Is Not Coverd Under Newly Declared (Nh-709Ad) In Panipat Distt. Submission Date for this Tender is 12-08-2023. Road Work Tenders in panipat Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | [10.76]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, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 2 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 4 | [13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 5 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 6 | [15.1.2.1]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 as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m |
| 7 | [15.43.4.1]Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORTandH clause 1100, 1500 and 1700 4.1. RCC Grade M35 Using Concrete Mixer |
| 8 | [15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600 |
| 9 | [15.5]PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications |
| 10 | [15.6.1]Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excludingPointing andPlastering, as per Drawing andTechnical Specifications MORTandH clause 1300 1. Cement Mortar 1:3 (1 cement : 3 sand) |
| 11 | [15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 |
| 12 | [15.8.7.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 7.1. RCC Grade M30 Using Concrete Mixer |
| 13 | [17.10.1]Excavation for Roadway in Soil by Mechanical meansand Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. |
| 14 | [17.15.3]Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material |
| 15 | [17.24]Wet Mix Macadam 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 as per technical clause 406 of MORT&H specifications |
| 16 | [17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications |
| 17 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 18 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course |
| 19 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4%per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications |
| 20 | [17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chippingat an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) |
| 21 | [17.43.1]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 1. Providing & laying50 mm - 75 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. Milling on Bituminous Surface |
| 22 | [17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. |
| 23 | [17.6]Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 24 | [17.61.1]PIPE CULVERTS 1. Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications |
| 25 | [17.66.1]Rectangular Concrete Block Pavement 1. Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 |
| 26 | [17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. |
| 27 | [17.7]Construction of Embankment with Material Deposited from Roadway Cutting or Excavation 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.as per technical clause 305 of MORT&H specifications (Use Excavated Earth) |
| 28 | [17.74]Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROW as per technical clause 301 of MORTandH specifications. |
| 29 | [2.B0124] B0124. Bajri |
| 30 | [2.B0146] B0146. Brick bats |
| 31 | [2.RM005] RM005. Coarse sand at Site |
| 32 | [2.RM008] RM008. Gravel/Quarry spall at Site |
| 33 | [2.RM036] RM036. Aggregates10 mm to 5 mm |
| 34 | [2.RM041] RM041. Aggregates20 mm to 10 mm |
| 35 | [2.RM043] RM043. Aggregates37.5 mm to 25 mm |
| 36 | [2.RM066] RM066. Brick |
| 37 | [2.RM147] RM147. Structural Steel |
| 38 | [24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm. |
| 39 | [27.11.1.1]RCC Grade M30 1.1. Height up to 5m Using concrete Mixer |
| 40 | [27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. |
| 41 | [27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. |
| 42 | [27.16.1]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 1. Granular material |
| 43 | [27.17]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 MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 44 | [27.33.1.1]PSC Grade M-40 Using concrete mixer. 1.1. For formwork and staging add the following: For solid slab super-structure, 20-30 per centof labour, material and machinery cost Height up to 5m |
| 45 | [27.42.2]RCC Railing 2. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion including reinforcement complete as per approved standard plans of MORT&H vide drawing no. SD/202 and MoRT&H specifications.2703, 1500,1600 & 1700. |
| 46 | [27.45]PCC M15 Grade levelling course below approach slab complete as per drawing and MoRTandH MoRTandH specification clause 2700 |
| 47 | [27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704 |
| 48 | [34.1.1]Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer |
| 49 | [34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Usingretro reflective Sheeting Class C as per IRC 67 2012 |
| 50 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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. |
| 51 | [34.27.1]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 1. 5th kilometre stone (precast) |
| 52 | [34.27.2]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 2. Ordinary kilometre stone (precast) |
| 53 | [34.27.4]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 4. 200 meter stone |
| 54 | [34.28]Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting |
| 55 | [34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. |
| 56 | [34.32.1]Metal Beam Crash Barrier 1. Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "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, 1.8 m high, 1.1 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, 330 mm long complete as per clause 810 |
| 57 | [34.32.2]Metal Beam Crash Barrier 2. Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 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 with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 |
| 58 | [34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 59 | [34.4.2]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 |
| 60 | [34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 61 | [34.54]Providingand erecting overhead signs with a corrosionresistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting 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 galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing |
| 62 | [34.6.1]Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Usingretro reflective Sheeting Class C as per IRC 67 2012 |
| 63 | [34.8.1]Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 64 | [34.9.1]Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 65 | [35.10]Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed. |
| 66 | [35.6]Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Including excavation for trimming for preparation of bed. Nominal excavation required for preparation of bed has been taken into account while making provision for labour. |
| 67 | [35.9.1]Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 1. Stone/Boulder |
| 68 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 69 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 70 | [5.7.4]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. 4. In cement mortar |
| 71 | [6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 72 | Providing, trasnporting, cutting, laying and connecting Polycarbonate multi-cell panal system minimum 8mm thick with polished texture and UV protection on both side confirming to IS 14443 over ramp portion completewith all modular accessories as per drawings and specifications. The material, color, specification and the supplier will have to be got approved by the engineer before placing order.The supporting frame will be paid separately as per item no 35. The laying and connection of sheets will have to be executed under strict supervision of the experts of the manufacturer/suppliers. |
| 73 | Providing and fixing of 100W LED flood light, to be done by electritian and a helper, including cost of labour, wires and other accsories required. |
| 74 | Providing of - 11KV GO Switch Comp. -Complete as per design approved by Engineer-in-Charge. |
| 75 | Providing of - T/F Plate Form Set with J-Bolt -Complete as per design approved by Engineer-in-Charge. |
| 76 | Providing of - PCC Pole 11 Meter -Complete as per design approved by Engineer-in-Charge. |
| 77 | Providing of - HT XLPE 3*C 185 mm2 Cable (with -TR) with loop-Complete as per design approved by Engineer-in-Charge. |
| 78 | Providing of - HT XLPE 3*C 50 mm2 Cable (with -TR) with loop-Complete as per design approved by Engineer-in-Charge. |
| 79 | Providing of - HT XLPE 3*C 70/95 mm2 Cable (with -TR) with loop-Complete as per design approved by Engineer-in-Charge. |
| 80 | Providing of - Heat Shrinkable termination kit 3*C 185 mm2 O/D -Complete as per design approved by Engineer-in-Charge. |
| 81 | Providing of - Heat Shrinkable termination kit 3*C 50 mm2 O/D -Complete as per design approved by Engineer-in-Charge. |
| 82 | Providing of - Heat Shrinkable termination kit 3*C 70/95 mm2 O/D -Complete as per design approved by Engineer-in-Charge. |
| 83 | Providing of - Stay Set 8` long Complete with MS X Plat-Complete as per design approved by Engineer-in-Charge. |
| 84 | Providing of - Stay Wire 7/8 Swg -Complete as per design approved by Engineer-in-Charge. |
| 85 | Providing of - ACSR 80mm2 -Complete as per design approved by Engineer-in-Charge. |
| 86 | Providing of - GI Pipe Earthing 40mm dia 6 mtr. long for Earthing-Complete as per design approved by Engineer-in-Charge. |
| 87 | Providing of - 11KV Pin Insulator with pin -Complete as per design approved by Engineer-in-Charge. |
| 88 | Providing of - GSL 8 Swg -Complete as per design approved by Engineer-in-Charge. |
| 89 | Providing of - GI Angle Iron 50*50*6 -Complete as per design approved by Engineer-in-Charge. |
| 90 | Providing of - GI Angle Iron 50*50*6 -2200mm (Belting for H Pole) wt. 9.90 kg. -Complete as per design approved by Engineer-in-Charge. |
| 91 | Providing of - GI Angle Iron 50*50*6 -2860mm (Bracing for H Pole) wt. 12.87 kg. -Complete as per design approved by Engineer-in-Charge. |
| 92 | Providing of - GI Angle Iron 50*50*6 -2400mm (for earth wire) wt. 10.8 kg. -Complete as per design approved by Engineer-in-Charge. |
| 93 | Providing of - GI Angle Iron 50*50*6 -2200mm (Belting for4 Pole) wt. 9.180 kg. -Complete as per design approved by Engineer-in-Charge. |
| 94 | Providing of - GI Angle Iron 50*50*6 -3220mm (Bracing for4 Pole) wt. 14.49 kg. -Complete as per design approved by Engineer-in-Charge. |
| 95 | Providing of - GI Channel Iron 75*40 mm -Complete as per design approved by Engineer-in-Charge. |
| 96 | Providing of - GI Top Channel Iron 100*50 mm -Complete as per design approved by Engineer-in-Charge. |
| 97 | Providing of - GI Flat 50*6 mm-Complete as per design approved by Engineer-in-Charge. |
| 98 | Providing of - MS Nuts and Bolts-Complete as per design approved by Engineer-in-Charge. |
| 99 | Providing of - L.T. Fuse unit -Complete as per design approved by Engineer-in-Charge. |
| 100 | Providing of - LT AB Cable 120 plus 70mm2 with loop -Complete as per design approved by Engineer-in-Charge. |
| 101 | Providing of - Suspension Clamp with Braket -Complete as per design approved by Engineer-in-Charge. |
| 102 | Providing of - Dead End Clamp with Hook -Complete as per design approved by Engineer-in-Charge. |
| 103 | Providing of - Barbed Wire -Complete as per design approved by Engineer-in-Charge. |
| 104 | Providing of - Number Plate-Complete as per design approved by Engineer-in-Charge. |
| 105 | Providing of - Danger Plate enameled with Clamp -Complete as per design approved by Engineer-in-Charge. |
| 106 | Providing of - Alumium Timble 95mm2 for HT -Complete as per design approved by Engineer-in-Charge. |
| 107 | Providing of - Alumium Timble 120mm2 for LT -Complete as per design approved by Engineer-in-Charge. |
| 108 | Providing of - GI Strip 25*6mm 9 Mtr. -Complete as per design approved by Engineer-in-Charge. |
| 109 | Providing of - Wooden Cleat (upper and lower part) -Complete as per design approved by Engineer-in-Charge. |
| 110 | Providing of - 2/c PVC Arm. 10mm2 -Complete as per design approved by Engineer-in-Charge. |
| 111 | Providing of - 2/c PVC Un-Arm 10mm2 -Complete as per design approved by Engineer-in-Charge. |
| 112 | Providing of - LT 4/C PVC Arm 25mm2 -Complete as per design approved by Engineer-in-Charge. |
| 113 | Providing of - M plus 6 Tower-Complete as per design approved by Engineer-in-Charge. |
| 114 | Providing of - LT 4/C PVC UN Arm 25mm2 -Complete as per design approved by Engineer-in-Charge. |
| 115 | Providing of - IPC 16-95/4-50 mm2 -Complete as per design approved by Engineer-in-Charge. |
| 116 | Providing of - 11 KV LA 9 KV-Complete as per design approved by Engineer-in-Charge. |
| 117 | Providing of - Eye Screw bolt for GSL and LT AB Cable -Complete as per design approved by Engineer-in-Charge. |
| 118 | Providing of - Phase Plate set of 3 -Complete as per design approved by Engineer-in-Charge. |
| 119 | Providing of - Muffing of poles (Civil Material) -Complete as per design approved by Engineer-in-Charge. |
| 120 | Providing of - Foundation of M plus 6 tower -Complete as per design approved by Engineer-in-Charge. |
| 121 | Providing of - LT 3.5/C PVC UN Arm 95mm2 -Complete as per design approved by Engineer-in-Charge. |
| 122 | Providing of - LT 4/C PVC UN Arm 50mm2 -Complete as per design approved by Engineer-in-Charge. |
| 123 | Providing of - Earthing Rod Wt. 6.175g -Complete as per design approved by Engineer-in-Charge. |
| 124 | Providing of - 11KV Disc Fitting-Complete as per design approved by Engineer-in-Charge. |
| 125 | Providing of - GI V-Shape X-arm 74*40mm Wt. 10.100Kg.-Complete as per design approved by Engineer-in-Charge. |
| 126 | Providing of - GI Top Hamper Wt. 1.480 kg. -Complete as per design approved by Engineer-in-Charge. |
| 127 | Providing of - 11KV Disc Fitting TandC Type -Complete as per design approved by Engineer-in-Charge. |
| 128 | Fixing of - E/o pcc H pole with 2 stay- Complete as per requirement approved by Engineer-in-Charge. |
| 129 | Fixing of - E/o pcc H pole with out stay- Complete as per requirement approved by Engineer-in-Charge. |
| 130 | Fixing of - D/o pcc H pole with out stay- Complete as per requirement approved by Engineer-in-Charge. |
| 131 | Fixing of - E/o 200/100 KVA T/F pole mounting s/stn.- Complete as per requirement approved by Engineer-in-Charge. |
| 132 | Fixing of - D/o 200/100 KVA T/F pole mounting s/stn.- Complete as per requirement approved by Engineer-in-Charge. |
| 133 | Fixing of - E/o 63/25 KVA T/F pole mounting s/stn. - Complete as per requirement approved by Engineer-in-Charge. |
| 134 | Fixing of - D/o 63/25 KVA T/F pole mounting s/stn. - Complete as per requirement approved by Engineer-in-Charge. |
| 135 | Fixing of - E/o HT XLPE U/G 3/c 185mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 136 | Fixing of - E/o HT XLPE U/G 3/c 50mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 137 | Fixing of - E/o HT XLPE U/G 3/c 70mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 138 | Fixing of - E/o HT XLPE U/G 3/c 95mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 139 | Fixing of - D/o HT XLPE U/G 3/c 95mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 140 | Fixing of - D/o HT XLPE U/G 3/c 185mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 141 | Fixing of - Heat Shrinkable termination kit 3*C 185 mm2 O/D - Complete as per requirement approved by Engineer-in-Charge. |
| 142 | Fixing of - Heat Shrinkable termination kit 3*C 95 mm2 O/D - Complete as per requirement approved by Engineer-in-Charge. |
| 143 | Fixing of - D/o ACSR 50mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 144 | Fixing of - D/o HT AB Cable 185 plus 150 mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 145 | Fixing of - E/o HT T-off with out stay set- Complete as per requirement approved by Engineer-in-Charge. |
| 146 | Fixing of - D/o HT T-off with out stay set- Complete as per requirement approved by Engineer-in-Charge. |
| 147 | Fixing of - D/o LT AB Cable 50 plus 35mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 148 | Fixing of - E/o LT AB Cable 120 plus 70mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 149 | Fixing of - E/o LT 4/c PVC 25mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 150 | Fixing of - E/o LT 4/c Un ARM PVC 50mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 151 | Fixing of - E/o LT 3.5/c Un ARM PVC 95mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 152 | Fixing of - D/o LT 4/c PVC 25mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 153 | Fixing of - D/o LT 4/c Un ARM PVC 50mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 154 | Fixing of - D/o LT 3.5/c Un ARM PVC 95mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 155 | Fixing of - E/o LT 4/c Arm. 25mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 156 | Fixing of - D/o LT 4/c Arm. 25mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 157 | Fixing of - E/o LT 2/c ARM PVC 10mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 158 | Fixing of - D/o LT 2/c ARM PVC 10mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 159 | Fixing of - E/o LT 2/c Un ARM PVC 10mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 160 | Fixing of - D/o LT 2/c Un ARM PVC 10mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 161 | Fixing of - E/o S/Phase meter with MCB in Urban - Complete as per requirement approved by Engineer-in-Charge. |
| 162 | Fixing of - D/o S/Phase meter with MCB in Urban - Complete as per requirement approved by Engineer-in-Charge. |
| 163 | Fixing of - E/o 3-Phase meter with MCB in Urban - Complete as per requirement approved by Engineer-in-Charge. |
| 164 | Fixing of - D/o 3-Phase meter with MCB in Urban - Complete as per requirement approved by Engineer-in-Charge. |
| 165 | Fixing of - E/o PCC pole 11 Mtr. long - Complete as per requirement approved by Engineer-in-Charge. |
| 166 | Fixing of - E/o PCC pole 9 Mtr. long - Complete as per requirement approved by Engineer-in-Charge. |
| 167 | Fixing of - D/o PCC pole 9 Mtr. long - Complete as per requirement approved by Engineer-in-Charge. |
| 168 | Fixing of - E/o Geo Switch- Complete as per requirement approved by Engineer-in-Charge. |
| 169 | Fixing of - Muffing of 11 mtr. PCC Pole - Complete as per requirement approved by Engineer-in-Charge. |
| 170 | Fixing of - IPC 16-95/4-50 mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 171 | Fixing of - Suspension Clamp with Braket - Complete as per requirement approved by Engineer-in-Charge. |
| 172 | Fixing of - Dead End Clamp with Hook - Complete as per requirement approved by Engineer-in-Charge. |
| 173 | Fixing of - E/o GSL 8 Swg - Complete as per requirement approved by Engineer-in-Charge. |
| 174 | Fixing of - E/o LI T-off- Complete as per requirement approved by Engineer-in-Charge. |
| 175 | Fixing of - E/o ACSR 80mm2 - Complete as per requirement approved by Engineer-in-Charge. |
| 176 | Fixing of - E/o Danger PlateplusNumber Plate- Complete as per requirement approved by Engineer-in-Charge. |
| 177 | Fixing of - D/o LI T-off- Complete as per requirement approved by Engineer-in-Charge. |
| 178 | Fixing of - E/o Earthing of HT Pole with strap- Complete as per requirement approved by Engineer-in-Charge. |
| 179 | Fixing of - Earthing Boaring per feet 88x15 feet - Complete as per requirement approved by Engineer-in-Charge. |
| 180 | Fixing of - E/o LA - Complete as per requirement approved by Engineer-in-Charge. |
| 181 | Fixing of - E/o M plus 6 Tower C type - Complete as per requirement approved by Engineer-in-Charge. |
| 182 | Fixing of - Fabrication of Angleplus Channel plus Flate- Complete as per requirement approved by Engineer-in-Charge. |
| 183 | Fixing of - Loading unloading of 9mtr. PCC pole - Complete as per requirement approved by Engineer-in-Charge. |
| 184 | Fixing of - Loading unloading of 11mtr. PCC pole - Complete as per requirement approved by Engineer-in-Charge. |
| 185 | Fixing of - E/o Earthing Rod - Complete as per requirement approved by Engineer-in-Charge. |
| 186 | Fixing of - D/o PCC pole 11 Mtr. long - Complete as per requirement approved by Engineer-in-Charge. |
| 187 | Fixing of - E/o 4 Pole Structure with 4 stay - Complete as per requirement approved by Engineer-in-Charge. |
| 188 | Fixing of - D/o 4 Pole Structure with 4 stay - Complete as per requirement approved by Engineer-in-Charge. |
| 189 | Fixing of - E/o HT T-off with stay set- Complete as per requirement approved by Engineer-in-Charge. |
| 190 | Fixing of - E/o Stay Set - Complete as per requirement approved by Engineer-in-Charge. |
| 191 | Credit of Bituminous Material as per latest tender/estimate date |
| 192 | Laying of Underground Cable 0.75m below ground level covered with sand and bricks including excavation and refilling of trenches as per 16 Sq mm 4 Core (32m per Pole) Complete in all respect as per satisfaction of Engineer - in - Charge (NS) |
| 193 | Laying of Underground Cable 0.75m below ground level covered with sand and bricks including excavation and refilling of trenches as per approved design :- 35 Sq mm 4 Core (25m for every 20 Poles) Complete in all respect as per satisfaction of Engineer - in - Charge (NS) |
| 194 | -Providing of - 11 KV Disc Insulator TandC Type-Complete as per design approved by Engineer-in-Charge. |
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