C/O Approach road from NH-05 to Air force Station Galu Kalan Tehsil Theog Distt. Shimla HP. Balance work

Amount

Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is 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 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 the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost). 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.

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing, laying, spreading and compacting crushed slag to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstees of crushed slag watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 410.3.2 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Cement Mortar 1:4:8(One cement:four sand:eight graded stone aggregate 40mm (forty milimetre)nominal size).

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Half brick masonry in common burnt clay building bricks in Super structure above plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Cement Mortar 1:5(One cement:five sand) Second Class Bricks.

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (I) RCC Grade M-35 (1:1.5:3)(One cement: One point five sand:Three graded stone aggregate ) (i)Upto 5m (five metre)height

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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) In beams joists channels, angles, tee, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.

Providing and Laying cement concrete 1:4:8(One cement: four sand: eight graded stone aggregate) with 15%(fifteen percent) plams and curing complete including the cost of farmwork for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm(one hundred fifty to three hundred milimetre) as per drawing and HP.PWD technical specifications including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm(twenty five milimetre) thick verage thickness of cement mortar 1:4 (One cement : four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub-base concrete floor to be paid for separately including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)100mm(One hundred milimetre) thick inter locking blocks

Providing form work with steel plates 3.15mm (three point one five milimetre) thick welded with angle iron in frame 30x30x5mm(thirty into thirty into five milimetre) so as to give a fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens and bailies in all heights or propping and centring, below supporting floor to ceiling in all heights in all floors and removal of the same for in situ- reinforced concrete and plain concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) In Foundation footing and base column.

Providing form work with steel plates 3.15mm(three point one five milimetre) t thick welded with angle iron in frame 30x30x5mm(thirty into thirty into five milimetre) so as to give a fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens and bailies in all heights or propping and centring, below supporting floor to ceiling in all heights in all floors and removal of the same for in situ- reinforced concrete and plain concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Column, pillers, posts and struts square, rectangular or polygonal in plain.

Providing and laying cement concrete work 1:1.5:3 (One cement :One & half sand :three graded stone aggregate 20mm(twenty milimete)nominal size) to give smooth and even surface and curing complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) In Foundation footing and base

Providing and laying cement concrete work 1:1.5:3 (One cement :One & half sand :three graded stone aggregate 20mm(twenty milimete) nominal size) to give smooth and even surface and curing complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Column, pillers, posts and struts square, rectangular or polygonal in plain.

Providing mild steel/tor steel reinforcement for RCC work i/c bending, binding & placing in position including cost of binding wire complete up to all floor level/all heights including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a) Tor steel.

Providing 40x3 mm (forty into three milimetre) flat iron hold fast 40cm (forty centimetre) Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm(thirty into ten into fifteen centimetre). 1:3:6 ( One cement : three sand: six graded stone aggregate 20mm (twenty milimetre)nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

P/F in position pipe railing consisting of IS Rolled steel joist designation is MB 100 (One hundred)(100 x 75)(One hundred into seventy five) and three row of 50 mm (fifty milimetre)dia steel ( light ) including fixing in position of bridge deck complete as per drawing and technical specifications clause 1208.2 including carriage of material in all leads and lifts as per direction of Engineer-in Charge.

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