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List of site-work Tenders

List of latest site-work Tenders in Indian Tenders. Click on any site-work Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for site-work Tenders.

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21 Panchayat Division
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State Government
TRN :49020678 |  01 Jan, 0001
Tender Value : 0
 Bhavnagar - Gujarat
Tender for tender for supply of materials - (1) rcc pipe np2/ np 3 pipe size 150 mm to 1200 mm price of 1 meter and price of one manol. (2) paver block plain and, burr mode 60 mm to 150 mm price of one brass price of one piece. (3) bakda (pre-cast) price of one (4) price of various sizes of grit, sand, grit, metal brass for cc and rcc work. (5) price of one ton of metal (hand broken stone- 25 mm to 90 mm soft morum). (6) price of one meter of pvc pipe, gic pipe line 6 kg 63 mm to 140 mm isi brand and price of one iron valve. (7) price of one piece of cement isi 53 grade bag and price of 1 kg of iron and steel of various sizes, (8) price of one hour of jcb and hitachi machines and price of one round of small and large trucks and tractors. (9) price of one piece of brick upon reaching the site- (10) price of one meter of bore (4, 6, 8,) cable starter etc. (11) price of submersible pump motor from 1.5 hp to 20 hp. (12) daily labor prices and labor prices of various works. according to the size. (13) price of one piece of l.ed street light and bulb of ihi company of different volts and 1 meter standard castle (14) price of different cctv cameras according to mp. (15) price of dustbin no. 1 for dry/wet waste and various cleaning equipment. (16) price per liter of distumber and oil paint. (17) price of tiles/paving according to different sizes. (18) price of tree-car no. 1 (19) price of computer/printer (complete set and according to different items) and electrical goods. (20) price of labor for making r.c.c. roads and block roads. (21) price of purchase and spraying of pesticides, lime, powder. (22) price of cleaning of sewerage chambers, toilets and septic tanks etc.
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22 Public Administrative Department
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Local Bodies
TRN :49020686 |  19 May, 2025
Tender Value : 5.00 Lacs
 Nagaur - Rajasthan
Tender for tender for providing and fixing of switch wire work on electric poles at various site in municipal area ladunu
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23 Public Administrative Department
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Local Bodies
TRN :49020700 |  13 May, 2025
Tender Value : 76.81 Lacs
 Gondia - Maharashtra
Tender for daily municipal solid waste collection within arjuni nagar panchayat jurusdiction and transportation, processing and disposal to processing site for one year from date of work order. second time
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24 Panchayat Division
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State Government
TRN :49020750 |  20 May, 2025
Tender Value : 3.62 Lacs
 Baghpat - Uttar Pradesh
Tender for tender for road construction work by cc from shishupals house to dishas house - dismentling of old interlocking tiles 2 disposal of dismenteled material 1 km far from site 3 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentte as directed by the engineer incharge . complete in all respect as per sino. 253(a) + 2km cartage. 4 concrete in 1:4:8 with cement, fine sand and 4cm gauge brick ballast in foundation complete in all respect. si no. 275 5 m -150 brick work with in 1:5 (one cement & five corse sand) mortar in foundation and plinth i as per s.i. no 305 (a). 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm k as per s.i. no.584(a). 7 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1as per s.i. no. 279(a). 8 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs asper pwd schedule item no 284 . 9 m.s. (tor steel or plain) in plain work such as r.c.c. or r.b. work. as per pwd schedule s.i. no. 504 10 construction of granular sub base by providing well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401. grade-i 11 construction of un- reinforced cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 in pavement complete in all respect as pernew item no. 9(1) 12 s/f information/sign board i/c all comp. at site.
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25 Public Administrative Department
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Government Departments
TRN :49020962 |  21 May, 2025
Tender Value : 10.31 Lacs
 Agra - Uttar Pradesh
Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual 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 for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 providing and laying factory made chamfered edge cement concrete paver blocks 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 50 mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge. 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match
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26 Municipal Corporation
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corporations/Associations/Others
TRN :49020965 |  01 Jan, 0001
Tender Value : 28.83 Lacs
 Bilimora - Gujarat
Tender for tender for work of disposal of legacy waste at dumping site in bilimora municipality area.
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27 Power
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State Government
TRN :49021140 |  28 May, 2025
Tender Value : 6.35 Lacs
 Ballia - Uttar Pradesh
Tender for tender for supply and work for 02 nos. 33kv bays for jal jivan mission yojana at 132kv s/s dighar under etd, ballia. - laying and jointing pvc pipe. heading 2 supply-apgclamp suitable for moose to panther 3 pgclamp suitable forpanther to panther 4 phase plate (r,y,b phase ) 5 copper bond 6 led street light limiaire type sl-l19 45w) 7 40mm dia ms electrod of 3 meter length 8 40mm dia ms round bar 9 single tension fitting for acsr panther conductor 10 70 kn disc insulator 11 g.i nut &boltwith washer 16x40 mm 12 g.i nut &boltwith washer 16x45 mm 13 g.i nut &boltwith washer 16x50 mm 14 work -bsorting counting and loading for carriage of substation structure (8.00 mt) from efu naini prayagraj to 132kv s/s dighar 15 carriage of substation structure fromefu naini to 132kv s/s digharapproxdistance (8mt x 330=2640 ) 16 unloading and stacking of g.i structure at 132kv s/s dighar 17 erection of main and auxiliary structure by shifting of structure from store to work siteas per relevant drawing and practices using nut - bolt and spring washers .the material shall be supplied by department free of cost but the contractor has to managet&p and all other associated work to complete the job satisfactory. 18 stringing of 33 kv transfer bus bar ( r, y & b phase ) with acsr single pantherconductor including cutting, bending and clamping fitting of tension clamp with all associated accessories, hoisting of insulator string after shifting of material from store to worksite and all other associated work to complete the work satisfactory. 19 erection of following equipments as per instruction manual of various equipments and technical specification including shifting of material from store to work site includig all other associated work to complete the job satisfactory.30 kv la 20 36 kv ct 21 junction box for 36 kv ct 22 36 kv vcb 23 36 kv bsi 24 36kv lsi 25 33kv tripple feeder control & relay panel 26 dismantling of old tripple feeder panel for proper space for new panel including disconnection ofcontrol cable 27 erection of abt energy metering panel with 2nos abt meter 28 jumpering of equipments using single/double panther/zebra/moose conductor from bus bar to isolators,cb,ct,la, etc 29 laying of follwing size control cables from control & relay panels to various equipment junction boxes etcin switchyard as per cable schedule, its binding at every 1.5 mtr. distance with m.s. saddle including carriage of cable from store to work site and shifting back to store and all associated works to complete the job satisfactorily.2c x 2.5 sq. mm 30 4cx 2.5 sq. mm 31 6cx 2.5 sq. mm 32 termination of above cable as per cable schedule including making necessary holes in gland plates of boxes where ever required including supply and fixing of cable glands of approxinmate size and to provide ferrules and nos. for each core of cable and its termination with all the other associated works to complete the job. 33 delta earthing of 30 kv la consisting of 06 nos 3 meter long electodes its placing inside the ground and connecting all three electrodes with 75x10 mm ms flat and connecting the same with laat two place required including cost of m.s stripexcluding cost of m.s round bar 34 earthing ofmain & auxiliary structure and various type equipments (ct, cb, la, lsi, bsi etc ) by m.s strips by cutting to proper size, digging of earth from ground level to earthmat then proper welding as per drawing and leveling earth. painting of m.s strips of one coat red oxide primer and two coat with green colourand all associated work to complete the job satisfactory . m.s flat will be provided by the contractor.50 x 6 mm 35 25 x 6 mm 36 layingof 40 mm dia. round bar 700 mm below ground level including cutting straightening ,welding painting excavation of earth in trench from back filling after completion of work with all other associated work to complete the job satisfactory ,excluding cost of 40mm dia round bar. 37 fabrication of3 meter long electrode with 40 mmms round bar having 150 mm conical shape and then its piercingvertically inside the ground with top 700 mm below ground level and its welding exluding cost of 40 mm dia. round bar 38 providing and fixing of name plate made of 2mm thick aluminium sheet of 3m hip retro reflective sheeting plkates to be fixed with help of nut and bolts of istalled equipment structure of 400mm*250mm size 39 loading/unloading and carriage of 02nos 36kv vcb with structurefrom 132kv s/s sikandarpur to 132kv s/s dighar including loading at 132kv s/s sikndarpur by crane and unloading at 132kv s/s dighar by crane , men ,t&p, vahicle , crane arranged by contractor at own his cost
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28 Public Administrative Department
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Government Departments
TRN :49021216 |  14 May, 2025
Tender Value : 29.76 Lacs
 Mirzapur - Uttar Pradesh
Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil as per si.no. 2.8.1 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)above plinth lvl as si no-5.2.2 10 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). above plinth lvl as si no-5.3 12 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3
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29 Power
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Government Departments
TRN :49021217 |  26 May, 2025
Tender Value : 0
 Ganjam - Odisha
Tender for tender for rate contract for supply, installation, testing, and commissioning (sitc) of high mast lighting of various sizes at different tpsodl locations. supply, erection, and commissioning of new high mast lighting systems as per tender boq, including foundation work, pole installation, control panel wiring, and luminaire installation etc. • installation of electrical components such as led lights, wires, connectors, contactors, timers, capacitors, ignitors, and all necessary accessories as per technical spec. & site condition. • high mast systems are to be made fully operational post-commissioning and must function without interruption as per tpsodl standards. • the bidder shall ensure uninterrupted operation and immediate response to any post-installation service request during the warranty period. • the warranty shall cover both equipment and workmanship. the warranty shall include free replacement or repair of any defective components including: a) led flood lights b) control panels (mcbs, contactors, timers, relays, spd, etc.) c) winch mechanism d) wire ropes e) gearbox f) aviation lamps and electrical cables g) others materials
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30 Panchayat Division
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State Government
TRN :49021266 |  20 May, 2025
Tender Value : 10.65 Lacs
 Baghpat - Uttar Pradesh
Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.
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