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| 1 | Note: (i) Please refer schedule \"A\" notesbefore quoting the tender.(ii) Amount of Schedule of credit shall be deducted off line by the department. |
| 2 | Earth work in any kind of soil, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 3 | Earth work in excavation by mechanical means in any kind of soil(Hydraulic excavator) means over areas (exceeding 1.5m but n exceeding 3.00m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 4 | Earth work in Hard Rock where blasting prohibited, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 5 | Earth work in Hard Rock where blasting prohibited, excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m but n exceeding 3.00m in depth, 1.5 m in width as well as 10 sqm on plan) exc 1.5 m and n.exc 3.0m ht including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 6 | M & L for Forming embankment including raising (or lowering) by using moorum (brought from outside MD Land), spreading in layer exc 30 cm th watering, ramming, rolling and consolidated with 8 to 10 tonne power roller to required size, shape etc complete all as specified and directed. |
| 7 | M &L for Forming embankment including raising (or lowering) by using Approved Earth (brought from Excavation ), spreading in layer exc 30 cm th watering, ramming, rolling and consolidated with 8 to 10 tonne power roller to required size, shape etc complete all as specified and directed. |
| 8 | M & L for 100mm thick spread thickness approved Moorum/Red bajri spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 9 | M&L Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade III as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 |
| 10 | M&L for Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 |
| 11 | Supplying and laying 150 micron thick Polythene film, (Virgin Quality) water proof, wrinkle free without puncture over sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. |
| 12 | Material and laying 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additionaI amount to be paid for overlap) between adjacent strips and at transverse joints as minimum 300mm. |
| 13 | Material and labour for Pavement quality concrete(PQC) of thickness 350mm of minimum 28days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC\" 15-2017 |
| 14 | Material and labour for forming 20mm thick Expansion joints ( thickness of slab not exceeding 200mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ with and including 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring, form work and preformed filler for dowels complete all as specified anddirected. |
| 15 | M/L for forming contraction (Dummy) Joints 65mm deep x 10mm wide filled with sealing compund Grade \"A\" complete all as specified & directed. |
| 16 | M/L for forming Construction joint 30mm deep x 10mm wide filled with sealing compund Grade \"A\" complete all as specified & directed. |
| 17 | M/L removing excavated earth under soil material exc 250Mtr and n.exc 500 Mtr depositing where directed at level n.exc 1.5Mtr above the starting point as specified and as directed. |
| 18 | M/L removing excavated Rock exc 250Mtr and n.exc 500 Mtr depositing where directed at level n.exc 1.5Mtr above the starting point as specified and as directed. |
| 19 | Earth work in any kind of soil, excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 20 | M & L Cement concrete in foundation, filling and mass concrete type D2 (1:4:8), 40mm graded aggregate complete all as specified and directed |
| 21 | M/L for walling of RR (rubble) uncoursed stone masonary built in CM 1:6 all as specified |
| 22 | M/L for providing cement concrete type B1 (1:2:4)using 20mm agg as in coping etc including form work for poles complete all as specified and directed |
| 23 | M/L Flush pointing toRR (rubble ) masonary in CM 1:4 complete all as specified and directed. |
| 24 | M/L reinforced concrete pipes 450mm dia class NP3 laid and jointed complete with collars complete all as specified & directed. |
| 25 | M&L Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm by approved excavatedsoil complete all as specified and directed. |
| 26 | M&LRendering 10mm thickin CM (1:4) on stone masonry or other than the fair face of brick work finished even and smooth without using extra cement complete all as specified and directed |
| 27 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all as specified and directed |
| 28 | M&L PCC (1:3:6), type C-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 29 | M&L Brick work with sub class \"B\" bricks (old size) , straight or curved on plain exceeding 6m mean radious, built in cement mortar (1:6) complete all as specified and directed. |
| 30 | Extra for forming fair finished drain or chnnel 30cm inner girth in cement concrete, using extra cement, incl forms,moulds,mi-tred/stopped ends etc complete all as specified & directed. |
| 31 | As per item ser No 30.00, add or deduct 25mm grith |
| 32 | M&L Rendering 15mm thickin CM (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed |
| 33 | Excavationin trenches in any type of soil not exc 1.5 mtrs wide and n. exc 1.5 mtr in depth for laying of pipe/ cables/ poles etc and getting out complete all as specified and as directed. |
| 34 | Excavationin trenches in any type of soil not exc 1.5 mtrs wide and exc 1.5 mtr and n.exc 3mtr in depth for laying of pipe/ cables/ poles etc and getting out complete all as specified and as directed. |
| 35 | Removing excavated material/soil to a distance not exceeding 50mand depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. |
| 36 | Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor ofsize 16 sq mm 4 core. |
| 37 | Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor ofsize95 sq mm 3.5 core |
| 38 | Supply and fixing Double wall corrugated High Density POLYMER Ethylene (HDPE) pipe of size 50 mm as per IS 14930 (Part-2):2001, Laid in Trenches/floors and fixed on walls/poles, with and including necessary fittings such as bends, sockets and other connected accessories etc., for laying of electric cables, complete all as specified and as directed. |
| 39 | Supply and fixing Double wall corrugated High Density POLYMER Ethylene (HDPE) pipe of size 90 mm as per IS 14930 (Part-2):2001, Laid in Trenches/floors and fixed on walls/poles, with and including necessary fittings such as bends, sockets and other connected accessories etc., for laying of electric cables, complete all as specified and as directed. |
| 40 | Supply,erecting and fixing in true vertical position, steel tubular swaged poles type 410 SP-31 (9 meter long) confirming into IS-2713 (part 1to 3) complete with CI base plate and finial taper plug, bolts,washers ,including to coats of black bituminous paint externally upto planting depth and remaining exterior portion pole shall be provided with one coat of red oxide primer and two coats of aluminium paint complete all as specified and directed.(Numbering of poles shall be done with synthetic enamil paint with letter of required shape and size as directed.)Note: (a) Cost of numbering of poles shall be deemed to be included in the unit.(b) Excavation,earth work and PCC foundation will be measured and paid for separately.(c) The pole shall be marked with designation manufacturer identification and year of manufacture. |
| 41 | Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermalmanagement in multiple optics complete with IP 65/66 protection complete. |
| 42 | Supply and fixingPVC moulded casecable juction box outdoor type of size 200x140x95 mm with hinged front open door including locking arrangement and with one number MCB SP 6 Amp with necessary clamps made out of 25mm flat GI strip, nut, bolt etc and providing 3 core copperconductor 1.5 Sqmm from PVC junction box to street light fitting inwith proper clamping complete all as specified and directed. |
| 43 | Supply and fixing new 40mm bore or next suitable size (for 1x60 Watt LED fitting) light grade GI bracket 1.2 Mtr long bent to shape by cutting welding and well finishing including MS Clamp of flat iron of size 25x5mm suitable length 2 Nos complete for steel tubular poles with nuts,bolts and painting with two coats of aluminium paint over a coat of primer on MS Clamp complete all as specified and directed. |
| 44 | Supply and fix galvanised iron tubing 40 mm bore light grade with all fittings fixed complete wall/ ceiling/ laid under floors complete all as specified and directed. |
| 45 | Supply and fix galvanised iron tubing 80 mm bore light grade with all fittings fixed complete wall/ ceiling/ laid under floors complete all as specified and directed. |
| 46 | M&L for PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in foundation and mass concrete including form work for poles complete all as specified and directed. |
| 47 | LT power distribution panel board, indoor cubicle type, 415 Volts, 50 Hz, free floor mounted front and back openable, made out of 3.15mm thick cold rolled MS sheet of suitable size to accommodate the following items, vermin proof, dust proof, supported on and including ISMC 75 X 40mm powder coated steel frame and totally powder coated with epoxy siemen grey colour from inside and outside with locking arrangement and fixing arrangement i.e nuts, bolts, washers, clamps etc, withnaturally air cooled bus bar 4 strip suitable for 200 Amps withdetachable gland plate for incoming and outgoing cable including termination of cable ends both incoming and outgoing with sufficient working space inside including installing, testing and commissioning complete all as specified and as directed consisting of following :- (a)Incoming(i)MCCB 63 Amps 16 KA 4 Pole -01 No(b) Outgoing(ii) TPN 32 Amps- 06 Nos (c)Indication(i) RYB indication LED type, 22.5mm dia, 230 volts protected with MCB SP 2 Amp showing 3 phase supply - 6 Sets (ii)Ammeter digital, 96x96mm, auxillary voltage 230 volts 30/5 CT with built in selector switch -1 No(iii) Volt meter of range 0-500 Volts, 96x96mm, auxillary voltage 230 volts with built in selector switch -1 No\"s |
| 48 | Material and labour for Earthing complete with galvanised earth plate electrode of size 60cm X 60 cm X 6 mm buried directly in ground (earth pit not less than 2.25m deep below the normal ground level) with top edge of plate not less than 1.5 m below the normal ground level connected to GI earth strip 32 X 6 mm dia GI earth lead as earth lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel, protected by GI pipe light grade 40mm bore all as shown on electrical plate No 3 of SSR Part-I connected to earth test point electrode, PCC pit with RCC cover, funnel with wire mesh, watering pipe 20mm dia protection pipe etc and testing on completion complete all as specified and directed.Note:- a) The unit rate shall also include for earth work in hard/dense soil, PCC (1:3:6) type C1 chamber, RCC 1:2:4 type B-1 cover 50 mm thick reinforced with 8 mm dia TMT bar @ 150 mm c/c both ways, funnel with watering pipe 20 mm dia light grade, GI protection pipe light grade 40 mm dia and wire mesh complete.b) Earthing strip and GI protection pipe beyond 7.5 m will be measured and paid separately if required. |
| 49 | Material and labour for Earthing complete with galvanised earth plate electrode of size 60cm X 60 cm X 6 mm buried directly in ground (earth pit not less than 2.25m deep below the normal ground level) with top edge of plate not less than 1.5 m below the normal ground level connected to GI wire 4mm dia earth lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel, protected by GI pipe light grade 40mm bore all as shown on electrical plate No 3 of SSR Part-I connected to earth test point electrode, PCC pit with RCC cover, funnel with wire mesh, watering pipe 20mm dia protection pipe etc and testing on completion complete all as specified and directed.Note:- a) The unit rate shall also include for earth work in hard/dense soil, PCC (1:3:6) type C1 chamber, RCC 1:2:4 type B-1 cover 50 mm thick reinforced with 8 mm dia TMT bar @ 150 mm c/c both ways, funnel with watering pipe 20 mm dia light grade, GI protection pipe light grade 40 mm dia and wire mesh complete.b) Earthing strip and GI protection pipe beyond 7.5 m will be measured and paid separately if required. |
| 50 | M&L trenchless boring for Cable laying 150 mm bore size, incl cable laying with HDPE pipe not exceeding 1.5 meter depth Complete all as specified and directed. |
| 51 | Supply and fixing in repair of air termination single pointed Aluminium rod of 12 mm dia and 300 mm long connecting to conductors including taking down existing damaged unserviceable rod complete all as specified and as directed |
| 52 | Supply and fix GI strip 32 mm x 6 mm buried in ground for ring conductor complete all as specified and directed. |
| 53 | M&L for Test point terminal block made of gun metal or phrosphrous bronze 75x75x25mm, drilled and screwed including 3 Nos, 8mm dia 25mm long hex, head screw complete all as specified and directed. |
| 54 | S&F Aluminium conductor, steel reinforced drawn for overhead lines complete all as specified and directed. |
| 55 | S&F of insulator shackle type in size 150 X 150 mm suitable to be hold working pressure 11 KV alongwith galvanised steel strip in size 38 X 5 mm and bolt 20 mm dia complete all as specified and directed. |
| 56 | Supply and laying GI Pipe 40mm bore light grade as strip/Ring earth protection complete all as specified and directed. |
| 57 | M&L for Stay assembly having diameter of stay rod 20 mm complete with accessories as shown in electrical plate No. 1 (loop type insulator, stay clamps, excavation and concrete measured separately) complete all as specified and directed. |
| 58 | Supply and fix galvanised stay strand, 7/4 mm on pole complete and specifiedand directed. |
| 59 | S&F Steel tubular swaged poles type 16 meter long Complete with CI base plate and finial including foundation and coping complete all as specified and directed. |
