A/R and M/O on Channelisation of Drain of Health Colony parrimahal

Cutting in Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ) Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. (i)All kinds of soil. (Excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. (Excluding GST)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 1:3:6 (One cement : Three coarse sand) : Six graded stone aggregate 20 mm nominal size). (Excluding GST)

(ii) 1:5:10 (1 cement : 5 Coarse sand ) : 10 Graded stone aggregate 40 mm nominal size ) (Excluding GST)

(ii) 1:2:4 (1 cement : 2 Coarse sand ) : 4 Graded stone aggregate 20 mm nominal size ) (Excluding GST)

Disposal of excavated earth work by debris material upto site on approved dumping siteapproved by M.C. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (Excluding GST)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-charge. (i) Thermo-Mechanically Treated bars of grade Fe-500 D or more . (Excluding GST)

Providing and laying jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1: cement: 1: fine sand) including testing of joints etc complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 200mm dia. (Excluding GST)

Stone soling properly hand packed filling interstices with Kharanja stone and including watering and ramming consolidating with hand durmet complete under floor to the requisite gradient and camber including spreading watering and rolling of binding materials complete as per HP PWD specification 100mm spread thickness (finished work including materials and labour) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (Excluding GST)

Constructing brick masonary manhole in size 900x750x750 , cement mortar 1:4 (One cement: Four coarse sand) with R.C.C. top slab in 1:1:5:3 mix (one cement : One: Five coarse sand : Three graded stone aggregate 20mm(twenty milimetre) nominal size), foundation concrete 1:4;8 (one cement : four sand : eight graded stone aggregate 40 mm(forty milimetre) nomonal size), inside plastering 15mm (fifteen milimetre)thick with cement mortar 1:3 (one cement : three sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (one cement : two sand : four graded stone aggregate 20mm(twenty milimetre) nominal size) finished smooth complete including curing and testing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)Inside size 800mmx800mm and 100mm(eight hundred milimetre into eight hundred milimetre and One hundred milimetre) deep including precast reinforced Cement concrete manhole Cover (Medium Duty) with frame 500 mm (Five hundred milimetre) dia Total weight of cover and frame to be notge less than 116Kg. :-(i) with 200mm (two hundred milimetre) thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (one cement : three sand) :-