PROVISION OF FOOTBALL GROUND, BASKETBALL, VOLLEY BALL AND BADMINTON COURTS, BOUNDARY WALL, WIDENING OF ROADS, FOOTPATHS AND OTHER CONNECTED WORKS AT NAD ALWAYE UNDER GE (NS) KOCHI

Amount

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m deep, for foundation, or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard / dense soil including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots,posts and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed

Description all as per item No:1 above but exceeding 1.5m depth and not.exceeding 3.0m depth complete all as specified and as directed

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m deep, for foundation, or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in soft / loose soil including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots,posts and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearancecomplete all as specified and directed

Surface dressing n exc 15cm deep in hard/dense soil including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots,posts and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed

Excavating over areas in hard / dense soil not exceeding 1.5 meters in depth and getting out including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots,posts and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,in hard/dense soil including removing of soil complete all as specified and directed

Removing excavated material to a distance exceeding 250 m but n exc. 500 m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed

Removing excavated soil material to a distance not exceeding 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M&L 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. 1.5m high from base and making a surface with suitable gradient for planting grass complete all as specified and directed

Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller complete all as specified and directed

Materials and labour for planting Bermuda grass/Dhub grass over a layer of sweet earth/ approved earth suitable for the growth of grass/plants (earth shall brought from outside of MoD land) mixed with approved manure in the ratio of 2:1 spread to form uniform layer of 15cm thickness including watering,spreading and levelling for foot ball ground as per FIFA standerds complete all as specified and directed Note :- (i) The foot ball ground shall be maintrained by the contractor up to 03 months from the date of completion of work. (ii) Any defects noticed during this period shall be immediately rectified by the contractor with out any extra cost.

M&L for Cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundations, filling and mass-concrete complete all as specified and directed

M&L for providing PCC solid blocks exceeding 10cm width type C1 1:3:6, using 20mm graded aggregate and setting in cement mortar 1:6 complete all as specified and directed

M&L for Rendering 8mm thick in CM 1:4 over 12mm thick in CM 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth with out using extra cement completed all as specified and directed

M&L for Preparing new surfaces of plastered or unplastered and applying three coats of white wash complete all as specified and directed

M&L for PCC 1:3:6 type C1(using 20mm graded stone aggregate) as in coping,bed plates, rounded or chamfered on edges and Sides of Path etc complete all as specified and directed.

M&L Providing precast reinforced cement concrete type B1, 1:2:4 (20mm graded aggregate),Set in cement mortar 1:4 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces cover slab.complete all as spd and directed by Engineer in Charge ( Note :- Reinforcement shall be paid in separately )

M&L for Mild steel CRS 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 spd and as directed

M&L for Mild steel CRS TMT bars 5mm dia and over, cut to length, bent to shape required,upto and including 10mm dia in stirrups, spacers and binders complete all as spd and as directed .

M&L for Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as spd and directed

M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in 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 shall be mechanically mixed, spread and levelled on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. The GSB shall be Consolidated to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed

Use and waste off Formwork to soffits of suspended slabs such as roof slabs, floor slabs (flat fair finished surfaces), landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all specified and as directed

M&L for RCC M-30 (20mm graded aggregate) design mix as in Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all specified and as directed

Use and waste off Formwork to sides of concrete foundations ( Flat Rough finished surfaces ) concrete, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams, pile caps ; and similar work; vertical or to batter complete all specified and as directed.

M&L for RCC M-30 (20mm graded aggregate) design mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under reamed piles, pile caps etc complete all specified and as directed.

Use and waste off Formwork to faces of walls, retaining walls,(flat fair finished) abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all specified and as directed.

M&L for RCC M-30(20mm graded aggregate) design mix as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all specified and as directed.

M & L for Reinforced cement Concrete M30 design mix (20mm graded aggregate) Columns, pillars, piers ,posts and struts and the like complete all as spd and as directed

M&L for RCC M30 design mix (20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all specified and as directed

Use and waste off Formwork to sides of pillars,posts, struts, piers, columns for square ,rectangular or polygones and stanchions finished even and fair complete all specified and as directed.

Use and waste off Formwork to sides and soffits of floor or roof beams(flat fair finished), beam haunch?ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all specified and as directed

M&L for cleaning of concrete surface, filling of joints,polishing of surfaces, and applying sports acrylic synthetic flooring system in seven layers as per manufacturers specifications,comprising the following layers. (i)one coat concrete primer, (ii)one coat acrylic resurfacer (iii) three coats of cushioning compounds, (iv)water resistant coating (6th layer) and (v) UV resistant coating (7th layer) (top 2 coats are colour coats) including line marking of courts with polyurethane paint including masking,primer & two coat finish complete all as specified and directed.

M&L for supply & installation of two numbers of mild steel poles for badminton court, mini 80mm dia ,4.5-8mm thick n exc 4m height fixed in and including concrete foundation,necessary fittings, painting, pulley system , cable tighteners & accessories including exacavation,return filling & removal complete all as specified directed

M&L for the supply & installation of two numbers of mild steel poles for voleyball court, mini 80mm dia ,4.5-8mm thick n exc 4m height fixed in and including concrete foundation, necessary fittings, painting, pulley system , cable tighteners, & accessories including exacavation,return filling & removal etc complete all as specified directed

M&L for Finishing newly plastered walls with Acrylic Smooth exterior emulsion ( Anti Fungal Nature ) paint ( approved/ required shade) over a coat of exterior grade primer. (Two or more coat applied @ 1.67 ltr/10 sqm over and exterior primer applied @ 2.20 kg/10 sqm) completed all as specified and directed

M&L for PCC 1:2:4 type B1(using 20mm graded stone aggregate) as in coping, bed plates, rounded or chamfered on edges, etc complete all as specified and directed.

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 with ornamental and intricate design complete all as specified.

M&L for Preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L for broken stone hard core of gauge n exc 63mm, deposited, spread and levelled in layer n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.

Supply and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as specified and directed.

Site clearance including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering Complete all as specified and as directed.

M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in 2 layers of 75mm each,grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.

M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt & Applying evenly a priming/tack coat with paving bitumen primer at 5Kg/10 Sqm using paving bitumen Grade VG 10 with mechanical sprayer complete all as specified and directed.

M&L for preparing unsurfaced WMM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt & Applying evenly a priming/tack coat with paving bitumen primer at 10Kg/10 Sqm using paving bitumen Grade VG 10 with mechanical sprayer complete all as specified and directed.

M&L for premix bituminous macadam using paving bitumen any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed

M&L for Applying evenly a priming/tack coat with paving bitumen primer at 5Kg/10 Sqm using paving bitumen Grade VG 10 with mechanical sprayer complete all as specified and directed.

M&L for bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content as in semi dense asphaltic concrete by weight of total mix, rolled and compacted to required camber and gradient using paving bitumen complete (Using mechanical Paver) complete all as specified and directed.

M & L for painting lines, dashes, letters etc on roads pavements and the like 10 cm wide or more with thermoplastic material to standard temperature and with gas and laying standard thickness of 2mm using thermoplastic @ 6.50 kg/Sqm and glass bids @ 250gm/sqm including cleaning the surface complete all as specified and directed.

M& L for repair to pot holes n exc 1sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads, paths etc, cutting around edges to tleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed

S&F cat eye solar reflective type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model no. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions

S&F retro reflectorised type sign boards of size 450x600/600x900 rectangle etc sign made of encapsulated lens type of reflective sheeting fixed over aluminum sheeting 2mm thick on SS frame as per size required of hollow square pipe 35x35mm incl vertical hollow SS square pipe of 60x60mm medium wgt,3 mm thick having 2.60m total hgt (2.1m from GL to bottom of sign board and 0.5m below GL embedded in concrete ) incl excavation in post holes in hard dense soil,filling of mass concrete type C2 1:3:6 using 20mm graded agg in Fdn (0.4x0.4x0.6m) and removal of soil complete all as specified and directed

S&F metal round/rectangular pipe delineators made out of ABS body with reflective tape code no OS 800 including excavation in hard dense soil and embedding in PCC 1:2:4 (300x300x600mm) type B1 and removal of soil complete all as specified

M&L 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 including spreading and compactingby 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

M&L 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 additional amount to be paid for overlap)

M &L Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat or sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm all as specified and directed.

M&L Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1 J3rd to 1 /41h the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed

M&L Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed.

M & L for painting lines, dashes, letters etc on roads pavements and the like 10 cm wide or more with thermoplastic material to standard temperature and with gas and laying standard thickness of 2mm using thermoplastic @ 6.50 kg/Sqm and glass bids @ 250gm/sqm including cleaning the surface complete all as specified.

M&L for providing and errecting W-beam crash barrier comprising the following all as specified and directed. (i) 3mm thick (apprx total coated thickness,TCT) corrugated sheet metal beam rail,(ii) vertical post 1500mm long (0.8m below GL and 0.7m above GL) spaced at 2m C/C made of galvanized cold rolled steel channel of size 150x75x5mm ( apprx TCT ) . The beam rail shall be fitted to vertical posts by welding/ nut bolts confirming to IS 1367 as required. All metal parts shall be galvanized by dip process. Note: Necessary excavation and concreting for fixing posts in ground shall be measured and paid seperately.

S&F Road safety Convex mirror 800mm dia incl. Stand Code No. OS-790 complete all as specified and directed.

M & L for High density polyethylene pipes for weap holes 50mm dia (HDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc. complete all as specified and directed.

M & L for Boulder pitching, laid dry, hand packed tightly in sides of retaining wall upto size of 200mm stone layed with self supporting bond layers complete all as specified and directed.

M&L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, or 30cmx30cmx25mm thick set, jointed and pointed in neat cement slurry in floors with grey cement & pigments, laid over and including screed bed or bedding layer or mortar 20mm thick for laying floor finishes in CM 1:6 complete all as spd and as directed by Engineer in Charge

Providing and laying at or near ground level 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 without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as spd and as directed

M&L providing Providing precast cement concrete solid building blocks type C1 1:3:6 or slabs 10cm thick (with plain or interlocking joints as directed)setting in mortar 1:6 complete, in walls complete all as spd and as directed.

M&L preparation of new or previously untreated surfaces of any description over 10cm width or girth and priming paint plaster coat and applying two coats of plastic emulsion complete all as per specified & directed

M&L Pre-cast cement concrete block masonry with solid blocks, exc. 10cm in width and setting in mortar,complete Type B1 1:2:4 (20mm graded aggregate) set in CM 1:4 complete all as spd and directed by Engineer in Charge

M& L 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as spd and directed by Engineer in Charge

M & L For Concrete bed of cement concrete 1:3:6 type C-2 to drain pipes 300mm bore of pipe including packing under, and haunching against the sides of pipes after they are laid and tested in complete all as spd and directed by Engineer in Charge

M&L Providing reinforced precast cement concrete in PCC 1:2:4 (20mm graded aggregate) Type B1,Set in cement mortar 1:4 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces cover slab.complete all as spd and directed by Engineer in Charge ( Note :- Reinforcement shall be paid in separately )

S & F in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts ,posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 incl curved or ramped portions of hand rails to required shape or figure (curved, ramped or scroll portions only measured) complete all as spd and as directed.

S&F Galvanised, 2 strand steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of strandard rails, straining bolts, inlcuding securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins etc as directed.

M&L for concertina coil of 600- 610mm diameter made out of 2.5mm dia spring steel core wire 230 G/m2 (minimum) dipped with corrosion preventive fluid (rusilo 901) of castrol make in white colour, each coil having a 50 turns (circles) and an average weight not less than 8.57 Kg (plus or minus 5%) including handle and spike at both ends of coil, errected in position on top of compound wall (stretchable length of each coil 6.25mtr to 7.0 m or as per manufacture approved length) all as specified and as directed.

M&L filling 30mm thick Expansion joints filled with pre-formed bituminous filler (bitumen impregnated fibre board,30mm thick) primed and sealed with elastomeric sealing compound (Polysulphide/ polyurethane), complete all as specified and as directed.

M&L for the complete erection for mild steel football goal post (02 Nos) of dia 100 to 140 mm minimum 4.5mmthick with concrete footings with brackets, hooks welded to post and accessories including anti corrosive painting, marking etc for football ground including excavation returning filling and removal all as per international standard and quality for football ground complete all as specified and as directed.

Boring for cast-in-situ piles of 400mm dia to any depth through any type of soil/strata by DMC method and embedding 30 cm into hard rock strata getting out and disposal of spoil to place outside MD land all as specified and as directed. Note :- The rate shall include mobilisation, erection, dismantling and demobilisation of equipment for pile boring including all labours and material . Nothing etc shall be payable for mobilisation of equipment separately.

Conducting Integrity test on RCC 400mm dia pile completed all as specified and as directed

Conducting standard penetration test all as per IS-2131 at levels and locations as directed for 400mm dia piles completed all as specified and as directed.

M &LCement concrete work in roads/pavement/hard-standing of flexural strength 40 kg/Sqcm in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less including use & waste of side form, aggregate gradation as per table 3 of IRC 15 2017, batched, mixed, laid, spread & compacted all as per section 10.2 ( clauses 10.2.1 to 10.2.20) of IRC 15 2017 including curing, brooming the surface, texturing, edging etc all as per IRC 15 2017 complete all as specified directed (Note: Mix design need to be submitted by the contractor and taken approval from GE before commencement of the work)

M&L Mildsteel round bars bars Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde E-165) 10mm dia and over, cut to length, bent to shape for concrete pavement widening conforming to table 8 of IRC 15 & table 5 of IRC 58 complete all as specified and directed (Note : Rate quoted includes : For tie bars -Using hydraulic or electrical drilling machine with tungsten carbide bit, holes of diameter 2 mm more than the designed diameter of tie bars are drilled at mid depth of the existing concrete road on its vertical face. The depth of the hole shall be half the length of the tie bar. The holes shall be cleaned properly with compressed air to remove all dust or dirt from inside the hole. Resin based epoxy shall be injected into the full depth of the hole. Afterwards, the tie bar is inserted into the hole till end with a revolving motion and held for some time to develop a grip on setting of the epoxy. The extra oozed out epoxy from the hole shall be wiped off the surface & for dowel bars fixing all as per IRC 15 & IRC 58 complete all as specified directed

Providing testing equipments, load and testing of piles ( initial load test) all as per IS includig mobilizing and removing the testing equipments from site after testing is completeed all as specified and directed for 400mm bore dia piles.

Providing testing equipments, load and testing of piles (Routine load test) all as per IS includig mobilizing and removing the testing equipments from site after testing is completeed all as specified and directed for 400mm bore dia piles.

M & L Supply,spreading and levelling riddled sand in trenches all as specified for cable protection.

Supplying and laying unreinforced precast concrete cable cover, class LV, type 1, flat, size 250 x 150 x 40 mm, complete all as specified and as directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100volts grade with stranded aluminium conductor of size 10 Sqmm 4 core all as specified and directed.

Material and Labour for 40 mm dia galvanized iron tube light grade for cable protection, supporting to poles, plinth protections, road crossing, trenches, footpath etc including clamps, nut, bolt and washers etc complete all as specified and directed.

Supply and fixing LED Flood light 200 Watt,230 V AC having luminous efficacy min 120 LM per Watt outdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp.

Supply and fixing LED Flood light 120 Watt,230 V AC having luminous efficacy min 120 LM per Wattoutdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp.

S&F hot dipped GI octagonal street light pole of 9 mtr long with complete arrangements suitable for mounting of LED street light fitting, with bottom dia 130mm, top dia 70mm with 3 mm sheet thickness and foundation nut bolts complete including necessory earth work excavation, PCC, RCC in (1:1.5:3) as per OEM Drawings attached. (Rate quoted includes all connected works such as excavation,PCC,RCC, Reinforcement,nut bolts,etc) complete all as specified and directed.

S&F street light control panel wall/pole mounted single phase 06 KW load with 24 hour digital timer, contactor rating 32 Amps TP, MCB including sheet metal enclosure with class H insulation complete all as specified and directed.

M & L for Cross arms , bracing, supports, clamps and back plates fabricated from structural steel sections including nuts bolts washers welding bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.

Supply and fix MCB SP 6 to 32 Amps, 220 volts. 10 KA, 'c' series complete all as specified and directed complete all as specified and directed.

Supply and fixing 415V 10KA 'C' curve miniature circuit breaker (MCB) TPN 40 to 100 Amps in the existing panel all as specified and as directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 120 Sqmm 3.5 core all as specified and directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 95 Sqmm 3.5 core all as specified and directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 50 Sqmm 3.5 core all as specified and directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100volts grade with stranded aluminium conductor of size 35 Sqmm 3.5 core all as specified and directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 25 Sqmm 4 core all as specified and directed.

Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16 Sqmm 4 core all as specified and directed.

Taking down old LT 1.1 KV XLPE UG Cable of size 3..5/4 core upto size 120 Sqmm from existing location incl cable covers making good existing surface after removing old cable including earth work such as excavation and return filling during taking down.

Relaying of LT 1.1 KV XLPE UG Cable of sizes upto 25 sqmm, 3.5/4 core incl usable cable cover retrieved from taking down and laying at the location as per site requirement.

Relaying old serviceable bricks/cable cover retrieved during taking down of existing HT/LT UG cable from site all as directed and as specified.

Supply and fix 3 core flexible aluminium cable 4 sqmm from cable junction box to street light fitting as required at site complete all as specified and directed

M&L for Cutting existing concrete/metal/bituminous road/ PCC hard standing or tile walk way any type n.exc 45 cm width and n.exc 30 cm in depth in hard strata and making good disturbed surfaces as per existing with PCC(1:4:8:) type D2 using 40mm graded stome aggregate 150mm thick over returning filling, watering, well ramming in layers, disposal of surplus material to a distance n.exc 50m complete for passing of cables all as specified and directed by the Engr-in-charge.

Material and Labour for 50 mm dia galvanized iron tube light grade for cable protection, supporting to poles, plinth protections, road crossing, trenches, footpath etc including clamps, nut, bolt and washers etc complete all as specified and directed.

Supply and fixing LED Street light fitting 90 W with minimum efficacy 120 lumen/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 thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.

Supply and fixing LED Street light fitting 45 W with minimum efficacy 120 lumen/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 thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.

S&F hot dipped GI octagonal street light pole of 7 mtr long with complete arrangements suitable for mounting of LED street light fitting, with bottom dia 130mm, top dia 70mm with 3 mm sheet thickness and foundation nut bolts complete including necessory earth work excavation, PCC, RCC in (1:1.5:3) as per OEM Drawings attached. (Rate quoted includes all connected works such as excavation,PCC,RCC, Reinforcement,nut bolts,etc).

S&F hot dipped GI octagonal street light pole of 5.5mtr long with complete arrangements suitable for mounting of LED street light fitting, with bottom dia 130mm, top dia 70mm with 3 mm sheet thickness and foundation nut bolts complete including necessory earth work excavation, PCC, RCC in (1:1.5:3) as per OEM Drawings attached. (Rate quoted includes all connected works such as excavation,PCC,RCC, Reinforcement,nutbolts,etc).

M & L for shifting of street light pole and cable along road including dismantling of pole, light and cable, and refixing after widening of road all as directed.

Dismantling of ACSR conductor all as directed

Dismantling cross-arms of M.S. channel or angle sections etc. complete

Dismantling of Concrete poles/steel poles incl street light, junction box,MCB any sizes all as directed

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 25 to 50 sqmm,Indoor/Outdoor type

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 70 to 95 sqmm,Indoor/Outdoor typec all as specified and directed.

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 120 to 150 sqmm,Indoor/Outdoor type

M & L for Shifting of existing LT panel including disconnecting of electric connections and re connection after shifting. Note :- The rates are inclusive of necessary earth work, PCC foundation etc. all as specified and directed.

Earthing complete with galvanised steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the earth plate not less than 1.5 mtr below normal ground level surrounded from all sides by alternate layer of common salt and charcoal 15 cm thick, connected to and including galvanised iron earth lead 32x6 mm GI strip by means of bolts, nuts, check nuts and washers of galvanised iron or steel and earth strip protected by GI pipe 40 mm dia light grade and connected from earth plate electrode to main switch board/ earthing test point or upto 7.5 mtr whichever is less including watering arrangement using 20mm GI pipe light grade, MS funnel with wire mesh, PCC chamber pit in PCC 1:3:6 type C-1, 40 mm thick pre-cast RCC cover re-inforced with 8mm dia TMT bars @ 10cm C/C on both sides and handle, excavation and earth work in any type of soil and removal upto 50 mtr complete all as specified and shown in electrical plate No 03 of SSR Part-I, all as specified and directed including testing on completion.

Earthing complete with Galvanized steel earth plate electrode of size 600mmX600mm, 6.00 mm thick buried directly in ground vertically to a depth not less than 2.25 metres below the normal ground level with top edge of the plate not less than 1.5m below normal GL and connected to galvanized earth wire 4 mm dia. by means of bolts, nuts, check nuts and washers of galvanized iron steel all as shown in Electrical Plate No.5 connecting to earthing test point, including necessary earth work in any type of soil, PCC earth chamber made in PCC 1:3:6 type C1 (using 20mm graded aggregate), common salt, charcoal, CI funnel, earth pit cover in RCC 1:2:4 type B1 (using 20mm graded aggregates), with 8mm CTD bars @ 100mm c/c in both ways, including painting of earth value & name of earth pit on top of earth pit cover with handrail will be above checked or parking tiles including necessary form work complete including necessry test on completion all as specified and as directed. Note : The unit rate shall also include for excavation, earth work in hard/dense soil PCC (1:3:6) type C1 pit, RCC cover slab, GI funnel with 20 mm dia watering pipe, wire mesh, 15mm dia light grade GI protection pipe for earth lead etc., complete.

Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches complete all as specified for 40 mm bore.

Description all as per Serl No 123 but for 25 mm bore

Supply and fixing , CPVC Ball Valve outer diameter 40 mm screwed both ends or flanged both ends.

Description as per item No. 125 but outer diameter 25 mm

M & L for Cutting the existing CPVC Pipe 50 mm dia and insertion of suitable fittings tee, branches etc for fixing of CPVC pipe 40 mm dia.

Taking up or down steel tubing and connections,including cleaning for re?fixing or removal to store of size 40/50mm dia.

Taking up or down steel tubing and connections,including cleaning for re?fixing or removal to store of size 32/25 mm dia.

Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches complete all as specified for 50 mm dia bore.

VIJAY CONSTRUCTIONS (BID ID -3478538)

CREATIVE BUILDERS (BID ID -3480461)

FUTURE ONE FACILITY MANAGEMENT (BID ID -3480313)

ranjit kumar biswal (BID ID -3485942)

M.J.JOY AND COMPANY (BID ID -3480540)

ROY CONSTRUCTION CO (BID ID -3480463)

Powertech Engineers (BID ID -3480195)

A2Z ENGINEERS AND PILE FOUNDATIONS (BID ID -3479404)