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Tender For Widening Of Road At Baddowal Under Ge Ludhiana; 1 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed. 2 Excavatingover areas, exc 1.5m but not exc. 3.0m wide deep and getting out in loose/ soft soil all as specified and directed. 3 Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation, etc. or for shafts, well, cesspits, manholes, piers holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth and getting out complete all as specifiedand directed. 4 Excavating in trenches, exc 1.5m wide and n exc 3.00 m in depth for foundation, etc. or for shafts, well, cesspits, manholes, piers holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth and getting out complete all as specifiedand directed. 5 Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc. 25 cm complete all as spd and directed 6 Removing excavated material exc 50m n.exc 100m and depositing where directed at a level n.exc 1.5m above the starting pointcomplete all as specified and directed. 7 Removingexcavated material n.exc 50mand depositing where directed at a level n.exc 1.5m above the starting pointcomplete all as specified and directed. 8 Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power road roller including watering as necessary and filling in hollows and depressions to required gradient and camber complete all as specified and directed 9 Material and labour forBringing earth from outside MOD land and depositing where directed at a level upto 1.5m from ground including rolling, ramming and watering and consolidated to a true surface complete all as specified and directed. Note:- Cost of earth and royalty paid including excavation and transportation will be deemed to be included in the quoted rates. 10 Material and labour for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base (Earthobtain fromitem No 2 & 3 and here-in-before and adjoining area will be used for froming of berms) complete all as specified and directed. 11 Material and labour for soling (or sub base) 150 (spread thickness) mm thick with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated with power roller exc 8 tonne to 12 tonne to required gradient and camber complete all as specified and directed. 12 Material and labour for 150 mm thick compacted thickness WBM (2 layers of 7.5cm thick compacted thickness each) with coarse aggregate of granite, trap or basalt of grading 63 to 40 mm size or of grading 3 (50 to 20 mm size) spread rolled and consolidated with power roller exc 8 tonne to 12 tonne to gradient and camberrequired complete all as specified and directed. 13 Material and labour for 50 mm consolidated thickness premix bituminous macadam laid/rolled and compacted required gradient and camber with paving bitumen any penetration @4% by weight of total mix complete rolling to uniform smooth surface with 8 to 12 tonne power road roller complete all as specified and directed. 14 Material and labour for Preparing surface by brushing with wire brush for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dust, mud etcfor Bituminous premix asphaltic semi-dense concrete 30 mm consolidated thickness using mechanical paver with 5.5% binder content (paving bitumen (VG - 30) by weight of total mix, rolled and compacted to required camber and gradient, rolling consolidating to achieve uniform, smooth surface with 8 to 12 tonne power roller and applying evenly a priming/tack coat with bituminous primer (VG-10) at 8 kg per 10 sqm all as specified and as directed. 15 Material and labour for Providing and laying factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or withoutgrooves ( thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed. 16 Material and labour for providing and marking broken/continous central/end line on the road pavement and the like of description and width using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per SQM as per IRC-135, confirming to MORTH complete all as specified. 17 Supply and fix in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.all as specified and directed. 18 Supply and fixmetal tubular dealineator made out of ABS round body fitted with 2 nos 65mm dia highly reflective reflectors made out of PMMA and mounted on45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300) mm type B1 complete all as specified and directed. 19 Material and labour for PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete including demolition work where required complete all as specified and directed. 20 Use and waste of formwork to sides of concrete foundations, footings, bases of column,raft and raft beams sides and soffit (if any) of foundation and plinth beams and similar work, vertical or to battercompleterough finished surfaces all as specified and directed. 21 Use and waste of formwork to walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters,buttresssess etc, vertical or to battercompleterough finished surfaces all as specified and directed. 22 Material and labour forRCC M-25 (Design mix)for foundations, including rafts, footings, foundations beams, plinth beams, bases for column, etc; and mass concrete complete all as specified and directed. 23 Material and labour for RCC M-25 (Design mix) for walls, retaining walls, basement walls, ballast wallsand the like any thicknesss; above top of footing; including attached pillasters and buttressescomplete all as specified and directed. 24 Supply and fix mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips including spacers and binders all as specified and directed. 25 Material and labour forHand packing bricks or stone boulders (any thickness) at back of wall over arches etc. and raising (or lowering) to the required level complete all as specified. 26 Material and labour for Cutting channels, groves or rebates in concrete walls for making weep holes n exc 15cm girth and trimming surface as required complete all as specified and directed. 27 Material and labour for for PCC (1:5:10)type E2 (using 40mm graded aggregate) as in foundation filling and mass concerte complete all as specified and directed. 28 Material and labour for sub class B bricks built in Cement mortor(1:4) , straight or curved on plans exc 6 m mean radius,complete all as specified and as directed 29 Material and labour forrendering 15mm thick on fairfaces of brickwork in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. 30 Material and labour forproviding cement concrete1:2:4 type B-0 (using 12.5mm graded aggregates) as in coping over brick retaining wall complete all as specified and as directed 31 E/M WORKS 32 Taking down and Shifting of existing LT panels/feeder pillar of any size and capacity including all accessories and PCC work complete all as specified and directed. Note:- Earth work, PCC Work & shifting of LT cable work deemed to be included in the quoted rate. 33 Material and labour for sand cushioning with a layer of fine sand 8 cm thick before laying of cable and 15 cm thick after laying of cable in trenches complete all as specified and directed.Note : (i) Punned down thickness shall be measured for payment.. 34 Material and labour for old size sub class ‘B’ bricks (having compressive strength not less than 75 Kg per sqcm) laid flat in trenches over the cable with length of brick perpendicular to the direction of cable, adjacent/ abutting each other, complete all as specified and directed. 35 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 2 core laid in trenches,on pole including taking down existing LT Cable complete all as specified and directedNote: excavation, earthwork, sand cushioning, PCC protection cover, GI pipe & protection clamps shall be measured and paid for separately. 36 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 2 core laid in trenches,on pole including taking down existing LT Cable complete all as specified and directed. Note: excavation, earthwork, sand cushioning, PCC protection cover, GI pipe & protection clamps shall be measured and paid for separately. 37 Supply and fix Steel tubular pole swaged poles type 410SP- 22 (8.5 meter long) complete with CI base plate and finial including with two coats of aluminium paint over a coat of primer and marking 30cm wide strips (total 5 Nos) with white and black paint alternately on external surfaces above column/PCC including numbering with black paint and painting with bituminous paint externally for portion embedded in PCC including taking down and dismantling of existing unsv Steel tubular pole including all accessories complete all as specified and directed. Note : Excavation,earth work,PCC will be paid separately. 38 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, including lamp bracket made of 40mm dia GI light grade pipe 1.5 metre long bend to shape including fixing on pole with suitable size of flat iron clamps, nut, boltwith impact and corrosion resistant including thermal management in multiple optics including taking down unserviceable street lightof any size any typecomplete withIP 65/66 protection complete all as specified and as directed. 39 Material and labour for PCC (1:4:8) tpe D-2 using 40mm graded stone aggregate as in foundation for electric poles struts, PCC blocks including necessary form work for fair finished surfaces complete all as specified and directed. 40 Material and labour for Plain cement concrete(1:2:4) type B-1using 20 mm graded stone aggregate as in coping of polesincluding necessary form of work for fair finished and even withoutusing extra cement complete all as specified and and directed. 41 Material and labour for Plain cement concrete (1:3:6) typeC-2 using 20 mm graded stone aggregate as infoundation filling and mass concrete for pole including necessary form of work or in any situation all as specified and and directed. 42 Supply and fixing in replacement SMC pole junction box of size 300x200x105 dust proof, water tight weight acid resistence, corrosion proof insulated and shock proof fire retardant self extingushing, halogen & silica free non-Toxic material,UV resistance (UI subject 94:V2) with internally embedded gasket size of test certificate and verification by glow wire test in accordance with IEC60695-2-11 cat no-K8250with 6 Amps MCB SP neutral link with single phase copper busbar 6 amps SPN connector for connection of cable of suitable size including clamps with box including taking down of old unserviceable junction box complete all as specified and directed ,. Make- Hensel/Sintex 43 Material and labour forPVC insulated 1.5 sqmm 3 core FRLS PVC sheathed multistranded cable with bright annealed electrolytic bare copper conductor for voltage grade upto 1100 V conforming to IS-694:2010 from junction box to street lightetc including taking down of old unserviceable PVC wire. all as specified and as directed. 44 Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure. 45 Material and labour forfor earthing complete with & including galvanized MS earth plate of size600 x 600 x 6 mm thick, buried vertically in ground to a depth not less than 2.25 metre below ground level,with lop edge of earth plate not less than 1.5 below ground level connected to galvanized earth wire soldered and riveted or connected to earth plate by means of nuts, bolts , check nuts & washers, of galvanizediron or steel all as Shown in electrical plate No. 3 of MES SSR Part- I (2009) and connected to panel board, all as specified and testing on completion including provn of earth wire 4 mm diaduly protected with and including 15 mm dia bore medium grade GI pipe upto 7.5 (maximum) meter from electrode to earth point including provnof the earth plate surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of not less than 15 cm in alternate layers of charcoal and salt on all sides of earth plate andGI light grade watering pipe of 20mm dia bore with funnel with wire mesh including all necessary excavation& earth work in any type of soil, returning filling in, removal of surplus soil to a distance 50 metre, PCC 1:3:6type C-1 as inearth chamber, 50 mm thick RCC cover using cementconcrete 1:2:4 type B-0 reinforced with & including 8 mm dia mild steel TMT bar @ 100 mm c/c Both way with suitable handle for lifting arrangement & including form work and MS frame using MS angle of size 40mm x 40mm x 6mmincluding taking down of old unserviceable earthing with accesorriescomplete all as specified & directed.NOTES:- (i) On testing, after completion of Job, if desired earth resistance is not obtained, the earthing shall be redone by the contractor without any extra cost to the department. 46 Material & labour earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of the earth plate at a depth not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed with layers of charcoal dust and common salt, earth electrode GI strip 32 x 6mm connected to GI earth plate electrode by means of bolts, nuts, check nuts and washers of galvanizediron and thimbles and other end of earth strip connected to test point and protected by galvanized iron light grade 50mm bore and GI pipe 20mm bore light grade with funnel and wire mesh for watering including necessary excavation and earth works. PCC chamber in cement concrete (1:3:6) type C-2 using graded stone aggregate and RCC cover in M-25 (Design mix) and all as shown in Electrical Plate No. 3 ofMES Schedule (Part-I) of 2009 including taking down old unserviceable earthing with all accessoriesincluding taking down of old unserviceable earthing with accesorries complete all as specified and directed.Notes : (i) Outer edge of earth pit will be 1.5m away from the outer edge of PCC chamber.(ii) Water pipe shall be provided in slanting position. 47 Supply and fix time switches programmable every 1 min., with backup of 6 years, 28 memory locations, current capacity 16A, weekly program,with 2 changeover (2 CO), Total 14 programs per channel, 250 V single Phase of 20 Amp rating with contactor fitted inside steel enclosure complete all as specified and directed.
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