Development of Park at Jhikli Barol in Ward No.13.

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres. Pick Work. Jumper Work as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:2:4 (1cement:2sand:4graded stone aggregate 20mm nominal size) excluding cost of centring and shuttering in: 0912010A Foundations and plinth: Cu.M. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying local slate stone slab flooring 25mm average thick on 20mm average thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c rubbing and granite polish finish complete. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel work welded in built up sections,trusses and framed work, including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. In beams joists channels ,angles , tee ,flats with connecting plates or angle cleats as in main and crossbeams,hip and jack rafters,purlins connected to common rafters and the like. QTL.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Painting two coats(excluding priming coat)on new steel and other metal surfaces with aluminium paint,brushing to give an even shade including cleaning the surface of the dirt,dust and other foreign matter:- as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying kurb stone cement mortar 1:4 (1 cement : 4 sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Supplying and stacking of good earth at site including royalty and carriage upto 100 metres on head load and 1 km. By mechanical transport (earth measured in stacks will be reduced by 20% for payment) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Supplying and stacking sludge at site including royalty and carriage upto 100 metres by head load and 1 km. By mechanical transport (Sludge measured in stacks will be reduced by 8% for payment) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Supplying and stacking at site dump manure from approved sources (duly screened through specified sieve) including carriage upto 100 metres on head load and 1 km. By mechanical transport (manure measured in stacks will be reduced by 8% for payment) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Rough dressing trenched ground including breaking clods. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Fine dressing the trenched ground as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Spreading sludge dump manure or/and good earth in required thickness (cost of sludge, dump manure or/and good earth to be paid seperately). as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Grassing with 'Doob' grass including watering and maintenance of the Lawn for 30 days or more till the grass from a thick lawn free from weeds and fit for moving including supplying good earth if needed (the cost for Doob grass shall be paid seperately as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Preparation of beds for hedging and shrubbery by excavating upto 1.5 metre depth and trenching the excavated base to a further depth of 30cm. Refilling the excavated earth after breaking clods and mixing with sludge or manureia the ratio 8:1 (8 parts of stacked. volume of earth after reduction by 20% : 1 part of stacked volume of sludge or manure after reduction by 8% flooding with water, filling with earth if necessary, watering and finally fine dressing levelling etc. including stacking and disposal of materials declared un-serviceable and surplus earth by spreading and levelling as directed with in a lead of 20 metres and lift upto 1.5 metre completeNotes:- Earth work in excavation to be paid vide item no 07040000 depending upon classification of soil. ii) Cost of sludge, manure or extra earth to be paid for separetaly as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Uprooting rank vegetation and weeds by digging the area upto a depth of1.5m (Earth work to be paid separetaly) removing all weeds and other growth with roots by forkingrepeatadly, breaking clods, rough dressing flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass including disposal of all rubbish as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Renovating lawns including weeding sheling the grass, forking the ground, top dressing with sludge or manure mixing the same with forked soil, watering and maintaing the lawns for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving and disposal of rubbish as directed including supplying good earth if needed but excluding the cost of sludge or manure as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Edging with second class bricks laid dry length-wise including excavation refilling, consolidating with hand packing and spreading neatly surplus earh within a lead of 20 metres.as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Dip Station should be made up of stainless steel conforming to ALSI 304 or equivalent Indian (Refer IS 1870) quality standards and certified (on a per unit basis with pticture of equipment on certidcate). It should have minimum bar thickness of minimum 2 mm. Construction should be made of stainless steel however some metal component being used can be sandblasted and powder coated with paint. Synthetic materials should be made up of HPL connecting elements like nuts, screqs, washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards. It will be preferred if a metal plate is fixed indicating safety norm declared by the manufacutrer.(Size 127x75x210). The product shall confirm to EN-16630 standards as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Back Extension should be made up of stainless steel conforming to ALSI 304 or equivalent Indian (ReferIS 1870) quality standards and certified (on a per unit basis with picture of equipment on certificate). It should have minimum bar thickness of minimum 2mm. Construction should be made of stainless steel however some metal component being used can be sandblasted and powder coated with paint. Synthetic materials should be made up of HPL connecting elements like nuts,screws,washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards. It will be preferred if a metal plate is fixed indicating safety norm declared by the manufacutrer (Size 151x90x210). The product shall confirm to EN-16630 standards as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Pull and Handle (Shoulder,Chest,Arm trainer1) should be made up of stainless steel conforming to ALSI 304 or equivalent Indian (ReferIS 1870) quality standards and certified (on a per unit basis with picture of equipment on certificate). It should have minimum bar thickness of minimum 2mm. Construction should be made of stainless steel however some metal component being used can be sandblasted and powder coated with paint. Synthetic materials should be made up of HPL connecting elements like nuts,screws,washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards. It will be preferred if a metal plate is fixed indicating safety norm declared by the manufacutrer (Size 126x173x210). The product shall confirm to EN-16630 standards as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Legpress should be made up of stainless steel conforming to ALSI 304 or equivalent Indian (ReferIS 1870) quality standards and certified (on a per unit basis with picture of equipment on certificate). It should have minimum bar thickness of minimum 2mm. Construction should be made of stainless steel however some metal component being used can be sandblasted and powder coated with paint. Synthetic materials should be made up of HPL connecting elements like nuts,screws,washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards. It will be preferred if a metal plate is fixed indicating safety norm declared by the manufacutrer (Size 126x117x214). The product shall confirm to EN-16630 standards as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Cross Trainer should be made up of stainless steel conforming to ALSI 304 quality standards and certified (on a per unit basis with picture of equipment on certificate) by an official EU hallmark institute (such as TUV) to be tested conform the EN-16630 safety norm for Outdoor Gym Equipment. Metal plate should be fixed with clearly visible the safety norm declared by the manufacturer. Construction made of stainless steel. Some metal component are being used should be sandblasted and powdercoated with paint. Synthetic materials should be made up of HPL & HDPE. Connecting elements line nuts, screws, washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards (Size 126x156x210) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Support frame for 2 units combination Metal Component are being used should be sandblasted and powdercoated with paint and having minimum bar tickness of 2 mm. Synthetic materials should be made up of HPL. Connecting elements like nuts, screws, washers should be made of STAINLESS STEEL conforming to ALSI 304 quality standards (Size 210x126x9) s per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Stainless steel Reverse Seesaw (stainless steel) having fall height 80cm and should be confirming to to the EN-1176 safety norms for outdoor Playround Equipment. Metal plate should be fixed with clearly visible the safety norm declared by the manufacturer. Solid construction should be made of stainless steel ALSI 304 and clanck steel S2335RJ, cleaned in sandblasting process. Protected against corrosion by galvanizing and powder coating with polyster paints QUALICOAT attested. 1-steel 2 sandblasting 3 iron Phosphatizing 4 zinc base 5 polyster powder paints. Synthetic material used should be HDPE. Small elpements such as bolts, screqs, nuts made of stainless steel conforming to ALSI 304 and galvanized steel. Bubber bumpers should be made of soft EPDM rubber (Size 307x80x124) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Slide medium (stainless steel) having fall height 120cm and should be certified (on a per unit basis with picture of equipment on certificate) by an official EU hallmark institute (such as TUV) to be tested conform the EN-1176 safety norm for OUtdoor Playground Equipment. Metal plate should be fixed with clearly visible the safetynorm declared by the manufacturer. Solid construction should be made of stainless steel and clack steel S235RJ, cleaning in sandblasting process. Protected against corrosion by galvanizing and powder coaing with opyester paints QUALICOAT attest. 1 steel 2 sandblast 3 iron Phosphatizing 4 zinc base 5 polyster powder paints. Synthetic material used should be HDPE. Small elpements such as bolts, screqs, nuts made of stainless steel conforming to ALSI 304 and galvanized steel. Bubber bumpers should be made of soft EPDM rubber (Size 72x241x195) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Stainless Steel Duo Swing (steel) having fall height 132 cm and should be certified (on a per unit basis with picture of equipment on certificate) by an official EU hallmark institute (such as TUV) to be tested conform the EN-1176 sfety norm for Outdoor Playground equipment. Metal plate should be fixed with clearly visible the safery norm declared by the manufacturer. Swing chain should be made of 6mm thick stainless steel. Solid construction should be made of stainles steel. Synthetic material used should be hDPE. Seats should be with aluminum constrction covered with soft EPDM rubber. Small elements such as bolts, screws, nuts made of stainles steel conforming to AISI 304 and galvanized steel. (Size 159x299x255). as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing Stainless steel merry go round compatible for handicaps having fall height 90 cm and should be confirming to the EN-1176 safety norm for Outdoor Playground Equipment. Metal plate should be fixed with clearly visible the safety norm declared y the Manufacturer. Solid construction should be mdae of stainless steel AISI 304 and black steel S235RJ, cleaned in sanblasting process. Protected aiainst corrosion by galvanizing and powder coating with polyester paints QUALICOAT attest. 1. Steel; 2- sanblasting; 3- Iron phosphatinzing; 4- Zinc base; 5- Poleyester powder paints. Synthetic material used should be HDPE. Small elements such as bolts, screws, nuts made of stainless steel conforming to AISI 304 and galvanized steel. Rubber bumpers should be made of soft EPDM rubber (Size 247x247x90) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge.

Providing Stainless steel swing chair having fall height 143 cm and should be conformign to the EN-1176 safety norm for Outdoor playground equipment, Metal plate should be fixed with clearly visible the safety norm declared by the manufacturer. Solied construction should be made of stainless steel AISI 304 and clack steel S235Rj, cleaned in sndblasting process. Protected against corrosion by galvanizing and powder coating with polyester paints QUALICOAT attested. 1- steel, 2- sandblasting, 3- iron, 4- zinc base, 5- polyester powder paints. Synthetic material used should be HDPE. Small elements such as bolts, screqs nuts mdade of stainless steel conforming to AISI 304 and galvanized steel. Rubber bumpers should be made of soft EPDM rubber (Size 10x340x270) .as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

seven rays engineering