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Tender ID
Tender Value
₹12.1 L
EMD Value
₹24,160
Closing Date
24 Feb 2026, 6:55 pmClosed
Nidhi bhardwaj
Horticulture Panchkula
IMPROVEMENT OF PARK NEAR H.NO 735 TO 745 IN SECTOR-27 PANCHKULA. (CONSTRUCTION OF RAIN SHELTER, PATH, PROVIDING AND FIXING OF CHILDREN PLAYING EQUIPMENT AND BENCHES, HEAVY DUTY RUBBER HOSE PIPE 1 DIA AND WITH THREE YEAR MTC AND DEFECT LI
2026_HBC_503952_1
2026D1A197F5 7C9A 4802 A77D 3E7690DC2FC0263HSV
Open Tender
Civil Works
Works
180 days
Panchkula
IMPROVEMENT OF PARK NEAR H.NO 735 TO 745 IN SECTOR-27 PANCHKULA. (CONSTRUCTION OF RAIN SHELTER, PATH, PROVIDING AND FIXING OF CHILDREN PLAYING EQUIPMENT AND BENCHES, HEAVY DUTY RUBBER HOSE PIPE 1 DIA AND WITH THREE YEAR MTC AND DEFECT
2 documents required · 2 mandatory
₹1,000
Yes
₹24,160
Yes
19 Feb 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
[10.30.2]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 2. Medium shade pigment using 50% white cement 50% Grey cement [Through Rate]
[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]
[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate]
[11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm) [Through Rate]
[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate]
[21.87.1.2]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.2. Single road gully chamber - Size.-610 mmx457 mmx1105mm [Through Rate]
[21.87.2.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1. Double Road Gully Chamber - Size 1448mm x 457mm x 800mm [Through Rate]
[22.222.1.1]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A 160mm o/d SWR UPVC pipe lines laid complete [Through Rate]
[26.1]Supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the Engineer-in-charge including screening through sieve of I.S.designation 16 mm with 5 km lead. [Through Rate]
[26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate]
[4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.14.2]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 : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
[9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate]
P and F chain swing of size 10` long x 9` high above ground frame is made of M.S. Pipe 2` B class which stay with M.S. pipe 1`B class frame is connected with M.S. rod 25mm dia shaft having fabricated ball bearing no. 3204 shaft, further having 2 Nos. seating belt type seat selded with 8mm thick M.S. complete with painting and fixed in cement concrete block of size 12`x12`x15` into 4 legs in mixing of ratio 1:2:4 complete in all respect of entire satisfaction of engineer-in-charge.
P and F of slide 12` long x 16` wide x 5` high above ground slide is made of S.S. sheet 18 SWG mounted on M.S. angle 40 x 40 x 4 mm slide 2 nos. vertical support of M.S. pipe 1` B class ladder having climbing steps of pipe 1/2 B class complete with painting and to be fixed in CC blocks 12` x 12` x 15` in to 4 legs of mix in ratio 1:2:4.
P and F of setter sea-saw frame made of 2` Dia MS Pipe 5` long and 1`6` height of ground level with 4 nos. of sea saw plunks with 1½” MS Pipe 8` long sheet made with 16 guage painted with 1st quality paint and fixing with concrete block 1:2:4 ratio.
P and F of Bridge Ladder high frame is of MS Pipe 2` x 12 gage. Top hanging side pipe of MS Pipe 2` x 12 gage and its climbing and center handles is of MS Pipe 3/4` x 12 gage with priming and enamel spray painting in multicolour.
P and F of Merry GO round in position MGR platform made of 1.5` MS pipe with floor of 16 gage MS sheet. Handrail 30` height made of MS pipe 1` with priming and enamel spray painting in multicolour.
Provision of purchase of rubber House Pipe 1` dia ISI marked complete in all respect to the entire satisfaction of EIC
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