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| 1 | M&L for preparing old black top surface with wire brushes for removing caked mud, etc., swee-ping with brooms and finally fanning cleaned surface with gunny bag to remove all loose dirt, etc., priming tack coat with bituminous primer at 5kg/10 sqm using paving bitumen grade VG-10 complete all as specified and as directed. |
| 2 | M/L for Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with Minimum 5.5% binder content by weight of total mix, using bitumen as per design mix materials and rolled and compacted to required camber and gradient with mechanical mixer & plant/paver and laying machine and rolled with 8 to 10 tonne power road roller to required level gradient, camber and super elevation uniform and smooth surface complete all as specified and directed |
| 3 | Scarifying or picking existing gravelled,macadam or bituminous macadam surfaces in area n exc 400 sqm exc 50 mm and n exc 100 mm deep complete all as specified and as directed . |
| 4 | M&L for premix BM (consolidated thickness not exceeding 75mm) thick using binder content @ 4.50 % paving bitumen of any penetration laid/rolled compacted to req gradient & camber with 8 to 10 Tonne power roller complete all as specified and as directed. |
| 5 | Material and labour for painting lines, arrows, letters etc on roads, pavements and the like exc. 10 cm wide by applying 2 mm thick thermoplastic road marking paint of specified shade/colour either continious or broken lines to the required width and length over the existing painted furfaces/ new bituminous surfaces with solvent basedthermoplastic road marking paint using semi automaticthermoplastic paint applicator machine driven by exparienced operator on road inlcuding all materials, labour, T&P and cleaning dirt, seals, oil, greases and foreign materials etc of road surface complete all as specified as directed.(Note thermoplastic road marking paint shall be applied as per manufactures instruction alongwith MORTH technology and speciality) |
| 6 | Supply and fixing cat eye solar reflective type of metal body alloy of size 128mm x 110mm x 30mm with PAMA striplens reflector of model No. DA 971-P fixed with and incl MS stud of suitable size as per manufactures instructions |
| 7 | Supply and fixing metal rectangular delineator post made out of 2 mm thick MS sheet rectangular OD size 75x100mm of length 1200mm. Bottom plate 2 mm thick of size 150 x 150 mm for firm grip welded to base. Top end closed with 2mm steet sheet. All coated with heat process & baked to 120 degree centigrade or powder coated to make all waether resistant. At top and bottom sides diamond grade cube corner micro white reflector of size 75x125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white reflective sheet of width 225mm by keeping black coat as bands for greater night visibility and including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. |
| 8 | Demolition of reinforced cement concreteof any description and in any position not otherwise specifically provided for complete all as specified anddirected. |
| 9 | M&L RCC 1:2:4 type B1 using 20 mm graded aggregate as in slab, shelves and stair case etc.all as specified and directed. |
| 10 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 11 | Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and as directed . |
| 12 | Brickwork with subclass `B\" bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed . |
| 13 | M& L for two coat of cement base paint on new plastered surface including preparation of surface complete all as specified and as directed |
| 14 | M&L for demolition cement concrete in ground floors andpavings n exc 15 cm thickness (below or above ground level) complete all as speicifed and directed |
| 15 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. |
| 16 | M&L for Machine pressed precast conctete interlocking paver block with gray cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-50 Gradeover and including 25mm thicksand cushioning including watering complete all specified and directed. Make Jain Tiles Industries Haldwani/Ferrocon Tiles Dehradun/Sagar Tiles Saharnapur |
| 17 | M&L for Plain Cement Concrete 1:2:4 type B-1using 20 mm graded aggregate edging etc complete all as specified and directed. |
| 18 | Supply & fixing for 1000 mm dia convex mirror fixed with mild steel pipe with all necessary assoceries for clearly visiable to the corner and curve or turning points of the road and fixing cement concrete 1:2:4 with size of block 300 mm x 300 mm x 450 mm deep including earthwork complete all as specifed and directed. |
| 19 | Surface dressing sofft and loose soil averaging 15cm deep and getting out complete all as specified and directed. |
| 20 | Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil complete all as specified and directed. |
| 21 | M&L Rolling and consolidating formation cutting with power roller 8 to 12 ton complete all as specified and directed. |
| 22 | M & L Moorum/red bajri filling in two layersn exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 23 | 150 mm thick soling or sub base with broken boulder or quarried stone in terstices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. |
| 24 | 150 mm thick (compacted thickness) WBM of granite trap or basalt in two layers (75 mm thick each), with coarse agg of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread, rolled and consolidated to gradient and camber required with lime stone, sand stone etc complete all as specified and directed. |
| 25 | Preparation of surface by brushing with wire brushes for removing caked mud etc, sweeping with broom & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc andapplying evenly a priming/tack coat with paving bitumen primer at 10 Kg per 10 Sqm complete all as specified and directed.complete all as specified and directed. |
| 26 | M/L for Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with Minimum 5.5% binder content by weight of total mix, using bitumen as per design mix materials and rolled and compacted to required camber and gradient with mechanical mixer & plant/paver and laying machine and rolled with 8 to 10 tonne power road roller to required level gradient, camber and super elevation uniform and smooth surface complete all as specified and directed |
| 27 | M&L for Brickwork with subclass `B\" bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed . |
| 28 | M&L Rendering 15mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:4) finished even & smooth (without using extra cement) complete all as specified and as directed . |
| 29 | Rendering 10mm thick on stone faces in cement mortar 1:4 and finished fair and smooth finishing without using extra cement completed all as specified. |
| 30 | M & L for reinforced cement concrete nominal mixed (1:2:4) using 12.5mm grade stone aggregate as in slabs supported on walls, beams and column in floors, roofs, landings,balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed . . |
| 31 | M & L forFormwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed . |
| 32 | Mild steel barsTMT bar 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed . |
| 33 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, UG Cable/Pole/Stays,etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified and as directed . |
| 34 | M&L Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and as directed . |
| 35 | M& L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 36 | S & F Reinforced concrete pipes 200mm dia , class NP2, laid and jointed complete with collars including cutting of road and making goodas per road specification complete all as specified and directed. |
| 37 | S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches in floors/trunches including taking down complete all as specified and as directed |
| 38 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and as directed . |
| 39 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed . |
| 40 | S&F Rubber speed breaker made from heavy duty rubber and polythylene with high resistance wear and tear property, height3\" for speed restriction, colours black and yellow combination, High reflective mark showing arrows in white marked on both side of yellow and black pieces, each side havingend cap of size 250x500x75mm and middle size of the speed breaker as 500x500mm with four holes fixed with epoxy and heardner and bolts with epoxy and hardener as per manufacturers instructions complete all as specified & as directed. |
| 41 | M&L Sand Cushioning (dry) in Trenches/Ducts for protection of UG Cables (below, above and around the UG Cable laid) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180Cm thickness, complete all as specified and as directed. NOTE : For the purpose of Payment, punned thickness of Sand Cushioning only will be Measured. |
| 42 | Supply & laying in Trenches Sub-class ‘B’ Bricks, kiln burnt, for Cable Protection, complete all as specified and as directed. |
| 43 | Laying in Trenches Bricks (Serviceable Bricks obtained from Item No. 9.00 here-in-after), for Cable Protection, complete all as specified and as directed. |
| 44 | Supply and laying un-reinforced precast concrete cable cover, class HVP, type 1 with peak, size 300mm x 180mm x 40mm complete all as specified and as directed. |
| 45 | Relaying serviceable precast concrete cable cover obtain from item No 1 abovecomplete all as specified and as directed. |
| 46 | Taking down serviceable LT cable of size 16 Sqmm to 240 Sqmm 3.5/4 Core for repair/ replacement etc (from cable duct/underground trench/pole), stacking properly (cable, pipe and bricks) complete all as directed by the Engr-in-Chargeof the following cross - sections :- (Note :-Necessary earth work to be measured and paid separately. |
| 47 | 16 Sqmm, 4 Core |
| 48 | 50 Sqmm, 3.5 Core |
| 49 | 95 Sqmm, 3.5 Core |
| 50 | 120 Sqmm, 3.5 Core |
| 51 | 240 Sqmm, 3.5 Core |
| 52 | M&L for Relaying XLPE Under Ground Cable of size 16 Sqmm to 240 Sqmm, 3.5/4 Core of any description (Serviceable Cable obtained from Item No. 9.00 here-in-before) 1100 Volt grade including necessary Aluminium Thimbles, jointing and Testing, complete of the following sizes and cross sectional ares:-Note :-Necessary earth work to be measured and paid separately. |
| 53 | Taking down serviceable HT XLPE cable of cross sectional area 95 to 185 Sqmm, 3 core shifting of cable in new trench (from cable duct/underground trench/pole), stacking properly (cable, pipe and bricks) complete all as directed by the Engr-in-Charge. (Note :-Necessary earth work to be measured and paid separately. |
| 54 | Supply and laying of XLPE insulated (E), screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with aluminium conductor, 11 KV grade, cross sectional area 95 Sq mm, 3 core complete all as specified and as directed. |
| 55 | All as specified item No.54Above but of size 120 Sqmm 3 core |
| 56 | All as specified item No.54 Above but of size 185 Sqmm 3 core |
| 57 | M&L for Relaying HT XLPE Under Ground Cable of any description (Serviceable Cable obtained from Item No. 12.00 here-in-before) 11000 Volt grade, cross sectional area 95 Sqmm to 185 Sqmm 3 Coreshifting of XLPE Cable including necessary Aluminium Thimbles, jointing and Testing, complete all as specified and as directed. |
| 58 | Supply and fixing GI tubing 50mm bore (light grade) in trenches/floor/fixed along pole for cable complete all as specified and as directed by Engineer-in-Charge. |
| 59 | Supply and fixing GI tubing 80mm bore (light grade) in trenches/floor/fixed along pole for cable incl taking down old unsv GI pipe complete all as specified and as directed by Engineer-in-Charge. |
| 60 | S&F Heat shrinkable straight through Jointing Kit suitable for 1100 volts grade XLPE insulated stranded aluminium conductor cable including testing on completion complete all as specified and directed by the Engr-in-Charge for the following size of cables :- |
| 61 | 10 Sqmm to 16 Sqmm, 4 core |
| 62 | 25 Sqmm to 50 sqmm 3.5/4 core |
| 63 | 70 sqmm to 150 sqmm, 3.5 core |
| 64 | 185 sqmm to 240 sqmm, 3.5 core |
| 65 | S&F of Cable jointing kit for 11 KV (Earthed) grade cable for straight through termination heat shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 Sqmm complete all as specified and directed. |
| 66 | All as per item no.61 here-in-before but of Size 120 Sqmm 3 Core |
| 67 | All as per item no. 61 here-in-before but of Size 185 Sqmm 3 Core |
| 68 | S&F of Cable jointing kit for 11 KV (Earthed) grade cable for indoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 Sqmm complete all as specified and directed. |
| 69 | All as per item no. 72 here-in-before but of Size 120 Sqmm 3 Core |
| 70 | Dismantling of broken/dislodged pre-stressed concrete poles/steel tubular poles/Hexagonal street light pole, of any description including earthwork for removal of concrete foundation, keeping serviceable poles in safe custody for re-use and removal of unserviceable poles from site, complete all as specified and directed. |
| 71 | Erecting of serviceable Hexagonal poles/steel tubular poles, of any description, with cast iron base plate, finial taper plug, bolts, nuts & screws fixed with MS clamp 40 x 6 mm and 2 set with nut & bolt etc, incuding demolition of existing PCC foundation and making good disturbed surfaces complete all as specified and directed.(NOTE: PCC foundation for installation of pole shall be measured seperately) |
| 72 | Material & Labour for PCC 1:3:6 type C2 using 40mm graded aggregate as in plinth course, string course etc complete including slightly rounded or chamefered for Galvanised steel tubing post for air termination rod including form work etc complete all as specified and directed. |
| 73 | Taking down of serviceable light fittings from poles alongwith bracket & wire and refixing the same on new or re-fixed poles (against Item No. 25) after cleaning, tighteningloose connections etc including necessary electric connection with existing wire and testing complete all as specified and directed. |
| 74 | Supply, install, commissioning and testing of outdoor type LT panel board, cubical type, sloping canopy top roof, dust and vermin proof, made out of 3.15 mm thick CRCA sheet of size 1200 mm x 1200 mm x 500 mm, CPRI approved with front and back openable door (with locking arrangement) and making compartment for each MCCB/change over switch separately, duly painted with two coats of powder coated paint over a coat of red oxide zinc chrome primer inclusive offour numbers aluminium bus bar of 600 amps capacity (of adequate length), for three phase and neutral system, fixed over and including 4 nos insulators, pre-wired with PVC insulated stranded copper conductor (of adequate size), all incoming / outgoing connection to be made with copper lugs and copper strips, with provision of cable entry and exit at mid portion of the panel board (with cable gland), and two numbers Danger Notice Plate (of size 20 cm x15 cm, suitable for LT line, made out of 0.6 mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour, fixed with MS angle iron 75 x 75 x 6 mm with 600mm legs with PCC complete all as specified and directed by the Engr-in-Charge including supply and fixing of the following accessories :- |
| 75 | (a) MCCB with thermal-magnetic release of capacity 320 Amp, FP, 50 Hz, 36 KA with spreader terminals - 01 Nos (I/C). |
| 76 | (b) MCCB with thermal-magnetic release of capacity 200 Amp, FP, 50 Hz, 25 KAwith spreader terminals - 01 Nos (O/G). |
| 77 | (c) MCCB with thermal-magnetic release of capacity 100 Amp, FP, 50 Hz, 25 KA with spreader terminals - 03 Nos (O/G). |
| 78 | (d) Digital Amp Meter with selector switch - 01 No |
| 79 | (e) Digital Volt Meter with selector switch - 01 No |
| 80 | (f) LED type indication lamp RYB - 01 set.(set of 03) |
| 81 | (g) MCB SP 6 Amps, 10KA for Contrillong - 03 No\"s |
| 82 | (h) CT\"s 320/5A - 03 No\"s |
| 83 | Dismantling carefully serviceable HT RMU 4 way and shifting to new locations, duly unscrewing/opening the front cover and discoonecting the HT electric cable of size 95-120 Sqmm, and re-locating the RMU new location not.exc. 50 meter distance and replacement of Heat shrinkable end termination Joint as per site requirement icluding PCC foundation as per size of RMU with 02 Nos of Steps for smooth operation/handling of RMU complete testing & commisioning of HT Supply in the presence of Engr-in-Charge, complete all as specified and directed.Note :Heat Sharinkable End Termination Joint will be measured separately in relevant items. |
| 84 | Materials and Labour for earthing complete with galvanized steel earth plate electrode 600 mm x 600 mm x 6.0 mm thick buried directly in ground vertically to a depth not less than 2.25 meter deep below ground level with top edge earth plate at a depth not less than 1.5M below normal ground level connected to galvanized iron strip 25 X 4 mm(upto 7.5 metres) by means of bolts, nuts check nuts and washers of galvanized steel and connected to main switch board or main control board as directed and including provision of concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 45 cm x 45 cm x 5 cm reinforced with 8 mm dia. TMT bars @ 150 mm centre to centre both ways, with one handle for lifting made out of 8 mm dia MS bar, provision of funnel, wire mesh, 20 mm bore galvanized steel tubing (Medium grade) for watering, charcoal or coke and salt in alternate layers, 40 mm bore galvanized steel tubing medium grade for protection of earth lead connection, necessary excavation and earth work in any type of soil and including necessary testing and dismantling of existing unsv earthing complete all as shown in Figure 15A of IS 3043 :1987, complete all as specified and directed. |
| 85 | Supply and laying of centrifugally cast (Spun) ductile iron pressure pipe of Size 200mm dia with spigot & socket end, class K-9 in any length laid in trenches, conforming to IS-8329/2000 with cement mortar lining with and including rubber gasket jointingConforming to IS-15382/tyton joint and including dismantling and taking down unserviceable /craked DI pipe with all fittings complete all as specified and directed. |
| 86 | Supply and fixing DI fittings for Flanged pipe, DI Bend, connecting pieces, bell mouth pieces, tapers, tee pieces of one end flanged and other spigot or socket upto 150 mm bore complete all as specified and directed. |
| 87 | M & L for Rubber gasket joint spigot and socketed pipes and fittings for 200mm bore complete as specified and directed. |
| 88 | S & F in replacement sluice valve of size 200 mm bore class PN-1.6 heavy duly flanged ends drilled ISI marked confirming to IS: 14846, wheel operated (Handle) with high tensile stainless stell spindle, including nuts, bolts and jointing with jointing materials etc. complete including taking out old existing unservicable sluice valve including marking arragement for safe working all as specified and directed. Make: BIR, KIRLOSKAR, KARTAR OR Equivalent as approved by GE. |
| 89 | M & L for construction of brick masonry valve pit size 120x120x100cm (internal dimension) one brick thick wall built in CM (1:4) on 100mm thick PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, and 15mm thick rendering in cement mortar (1:4) both externallly and internally , external plaster shall be up to 15 cm below GL. Providingvalve Pit cover made of 3.15mm thick MS Sheet/plate, including provision of hinges, handle and lockingarragement including 40x40x5mm angle iron frame fixed on top of valve pit by means of MS hold fast 40x5mm and 150mm long, embedded in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) including two coats of anti-corrosive paint over a coat of red oxide zinc chrome primer and necessary earth work in soft/loose soil inculing demolition of old unserviceable existing valve pit and pit cover complete all as specified and directed. |
| 90 | M & L for cutting existing CI/DI Pipe of size 200mm dia for inserting Tee, Bend as per site requirement including necessary excavation as per site requirement complete all as specified and directed. |
