Construction of open Stadium at Sanjauli near S.P.M School. (SH Development works for ground, fencing , stage, railings and sitting area) (Under Shimla SMART City)

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.

Earth work in excavation for structure in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring abd bracing, removal of stumps and other deleterious materials and disposal in all leads and lift including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where balsting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. 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 or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:4:8 (One cement : four coarse sand): eight graded stone aggregate 40 mm(forty milimetre) nominal Size)

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 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) 1:1.5:3 (one cement : One & half coarse sand): three graded stone aggregate 20 mm (twenty milimetre)nominal size)

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, xcluding cost of centering, shuttering, finishing and reinforcement including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:1.5:3 (one cement : One & Half coarse sand) : three graded stone aggregate 20mm (twenty milimetre) nominal size)

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 (One cement : One & five coarse sand) : three graded stone aggregate 20 mm (twenty milimetre) nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:3:6 (One cement : three coarse sand): six graded stone aggregate 20 mm(twenty milimetre) nominal Size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:2:4 (One cement : two coarse sand): four graded stone aggregate 20 mm(twenty milimetre) nominal Size)

Centering and shuttering including strutting, propping etc. and removal of form for including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Foundations, footings, bases of columns, etc. for mass concrete

(ii)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

(iii)Columns, Pillars, Piers, Abutments, Posts and Struts

(iv)Lintels, beams, plinth beams, girders, bressumers and cantilevers

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Cement concrete flooring 1:1.5:3(One cement:One & Half sand:three graded stone agg.20mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a)50mm(fifty milimetre) thick.

Providing and laying granite stone in flooring 20mm(twenty milimetre) (average) thickness base of cement mortar 1:3(One cement:three sand)laid over and jointed with grey cement slurry mixed with pigment to ,match the shade of granite stone including rubbing and polishing complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm (twenty milimetre) thick cement mortar 1:4 (One cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Size of tile 600x600mm (six hundred into six hundred milimetre)

Kota stone slab mirror polished in uniform shade flooring of 55 cm x55 cm (fifty five centimetre into fifty five centimetre) size of uniform color over 20 mm (twenty milimetre) (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (one cement : four coarse sand) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) 25 mm(twenty five milimetre) thick

Providing and laying Precast cement concrte pavers 80 mm(sixty milimetre) thick laid over a bed of cement mortar 1:4 ( one cement :four sand) 25 mm (twenty five muilimetre) thick laid in floors, jointed with neat cement slurry mixed with pigment to match the shade of the pavers as per detail of Arch. drg. complete in all respect including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying Precast cement concrte pavers 40 mm(forty milimetre) thick laid over a bed of cement mortar 1:4 ( one cement :four sand) 25 mm(twenty five muilimetre) thick laid in floors, jointed with neat cement slurry mixed with pigment to match the shade of the pavers as per detail of Arch. drg. complete in all respect including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing in position Stainless steel hollow section confirming ISI standereds made SS grade 304 stainless steel lasercut/water jet cut( no sharing ) polished with automatic round /flat polishing machine , all parts shall be connected to each other with the help of pf perscribed size and made solid connectors as per instructions of Engineer in Charge with all labour , T&P, loading , unloading, landing , lifting including all taxes etc, complete job. The item including welded by TIG/JIS/Arch welding or with standered electrodes , Nut bolting as per the requirements of structure in built up sections, trusses , framed work, posts , railings etc complete in all respect including cutting hoisting fixing in postion and applying fair end finish to the work and joinery . The fabrication of structure and welding on joinery portions should confirm the specification of Indian Standered Code.

Providing and fixing in position SS nut and bolts to guessut and bearing plates of 16mm(sixteen milimetre) dia anf 450 mm(four hundred fifty milimetre) long including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) For anchorage basis

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 gratings, framed guards bars ladders, railing, brackets and similar work.

Wire crate of 3.15 mm (three point one five miliemtre) thick with .075x.075(Point zero seven five into Point zero seven five) in fencing of Ground including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Preparation of ground surface with suitable soill change in layers confirming BIO ENGINEERING ELEMENTS for play grounds by refreshing or by filling suitable earth , by making surface in proper camber or slopes as per site requirements, so that no water should accumulate on ground surface in any weather season. The item includes filling of suitable earth for vegitation up to the level of 30cm (Thirty Centimeters) , smooth levelling in layers of 5.00CM (five point zero centimetre), consolidation underneath surfaces up to required level mark , and entirely up to the satisfaction of Engineer in charge

Providing and fixing 0.60mm(zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns rimer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers omplete with all accesoriees as required as per the direction of Engineer-in-charge

Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm (zero point six zero milimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing valley 60 cm (sixty centimetre) overall 0.60mm (zero point six zero milimetre)thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-charge.

Providing and fixing 15 cm.(fifteen centimetre) wide 45 cm.(forty five centimetre) overall semicircular plain G.I. sheetgutter brackets 40 x3mm(forty into three milimetre) with iron nuts and washers etc. including making necessary conections with rain water pipe complete as per design including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing M.S. BP Sheet 1.66mm to 2mm(One point sixty six milimetre to two milimetre)thick in eaves board. Facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured & paid separately) including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge

Providing and fixing all weather proof ACP imported Sign Panel all weather proof multi colour computerised reflective digital panel 3mm(three milimetre) thick, mounted on powder coated G.I. frame work fixed/ hanging with wall or ceiling etc. with specified clamps and G.I. wires and rawl plugs etc. including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge

P/F high pressure laminated ( HPL) compose of a resin impregnated , malamine overlay, bonded at high pressure and tempratur (Medium density ) on frame work of G.I sections in ceeling amd dado including all fitting and fixturess,of required wooden shade and colur as per requied at site asnd as the approved design and as per the didrections of Engineer In charge.

Providing and fixing on wall face PVC(D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints withapproved adhesive complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)100 mm (One hundred milimetre)dia pipe

Providing and fixing on wall face PVC ( D Plast) assesories including filling the joints with approved adhesive complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) Plain bend of required degree 150mm (One hundred fifty milimetre)dia.

Providing and fixing 12 mm (twelve milimete)thick toughened glass panes with necessary fittings ,SS beading, clips, sealent and pvc gasket complete in all respect including all leads and lifts and as per the directions of the Engineer in Charge.

P/F cast Iron spikes of required shape, size of 300(three hundred ) long and design including weldinfg fixing in position complete in all respect ( 30Cm (thirty centimetre) Long)including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing eaves board 100mm x25mm. (One hundred milimetre into twenty five milimetre)Thick including fixing in position including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 2nd class deodar wood.

Providing weather board 100mmx25mm(One hundred milimetre into twenty five milimete) thick including fixing in position including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) 2nd class deodar wood.

Painting two coats (excluding priming coats) on new steel and other metal surfaces with enamel paints brushiong to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) With enamel paint other than white.

P/F SS chair /sitting arrangement of approved design and size for rain helter of 10 Nos(Ten numbers) seats with all necessary fitting and fixtures including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)10(ten) No SS sitting Chairs Arrangement

Precast terrazzo chequred tiles 20 mm (twenty milimetre) thick with out marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm(twenty five milimetre) average thickness of cement mortar 1:6 (one cement :six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of following shades including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. i)Grey/Red/Yellow ( NTC)

Sandeep Chandel

SWARAN INDUSTRIES