Renovation / Addition Alteration of Sher I Kashmir Indoor Sports Complex, Srinagar by way of Construction of Foot Bridge and Walkway to Change Rooms.

Amount

Earth work in excavation in trenches by mechanical/ manual means for foundation drains pipes etc. not exceeding 1.5 Mtr in width upto desired depth (as per design) in all kinds of strata incl. disposal of surplus excavated earth beyond municipal limits or as directed, surplus excavated earth is to be levelled and neatly dressed including to prevent sliding of sides of foundation, effective and sufficient protection, providing staging, timbering and shuttering etc and dewatering of trenches during execution of all items of work upto NSL. (All kinds of soil). Foot Bridge = 112.00 Cum Walk Way = 30.00 Cum

Supply and laying of stone soling (size 150mm - 230mm) (hand packed ) in trenches of foundation incl. consolidation, levelling, watering and ramming including all consequential and incidental costs like all leads, lifts , carriages etc Complete job. Foot Bridge = 44.00 Cum Walk Way = 32.00 Cum

P/L in position Cement Concrete of specified grade in 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone) crushed aggregate 40 mm nominal size) excluding the cost of centering and shuttering. But Incl. all costs like all leads, lifts and carriages complete job. Foot Bridge = 4.00 Cum Walk Way = 6.00 Cum

P/L in position Cement Concrete of specified grade in 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone crushed aggregate 20 mm nominal size crushed stone agg.) with iron slag @10Kg/Cum minimum with brushed surface and iron nominal size 0.80Kgs/Sft as directed by the consultant excluding the cost of centering and shuttering and reinforcement. but Incl. all costs like all leads, lifts and carriages complete job. Foot Bridge = 25.00 Cum

P/L in position Cement Concrete of specified grade in 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone crushed aggregate 40 mm nominal size) excluding the cost of centering and shuttering. But Incl. all costs like all leads, lifts and carriages complete job. Walk Way = 18.00 Cum

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement, incl. Ad-mixtures and recommended proportions as per (IS-9103)to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions of Engineer Incharge. (M20 Grade Reinforced Cement Concrete) all work from plinth upto floor V level. Walk Way = 12.00 Cum

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement, incl. Ad-mixtures and recommended proportions as per (IS-9103)to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions of Engineer Incharge. (M30 Grade Reinforced Cement Concrete) all work from plinth upto floor V level. Foot Bridge = 94.00 Cum

Providing, assembling and placing high strength deformed steel bars of Fe 500D grade (conforming to IS 1786-1985) for RCC work including cost of binding wires in foundation, plinth, lintels, slabs, columns, beams etc. Foot Bridge = 16920.00 Kgs Walk way = 1650.00 Kgs

Form work of steel plates not less than 3.0mm thick M.S. sheets of specified size stiffened with suitable structural frame work true to plane or Kit-ply plates of not less than 12mm thickness of specified sizes stiffened with a suitable timber frame work prop height up to desired height in foundation, plinth beams, all types of suspended floors, soffits of slabs, sloping areas, sides and soffits of beams ribs, columns posts, pedestals, ornamental projections or features desired heights and thickness complete including its removal for all RCC works from plinth to roof level. Foot Bridge = 530.00 Sqm Walk Way = 60.00 SQm

Structural Steel: Structural steel work in rolled built up sections of angles, channels, plates, pipes, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer complete job. Foot Bridge = 9815.00 Kgs

Steel work in built up tubular, round square or rectangular including cutting, hoisting fixing in position and applying a priming coat of approved steel primer including welding and chemical bolting with special shaped washers etc complete. Hot Finished welded type tubes. Foot Bridge = 4400.00 Kgs

Structural steel work welded in built up sections, trusses and framed work, including cutting hoisting fixing in position up to desired span and height including cost of priming coats. Walk Way = 8000.00 Kgs

P/F of 16-20mm dia holding down anchor bolts 450 mm long along with nuts for holding of steel trusses / frames in roof , foundations , etc of hilti or equivalent make complete Foot Bridge = 18 No Walk Way = 120 No

P.F of elastomeric bearing of size min 450mmx450mm as per relevant IS code thickness as per design correlation with relevant IRC code.

POLYCARBONATE Triple-Clear (PC3)- should have a clear tint appearance, provides excellent thermal insulation, high flexibility and virtually unbreakable. With its anti-fog coating, this PCSS which shall prevent condensation build-up (falling droplets) and the sheet structure provides extra strength under wind and snow loads. Triple-Clear sheets should be min in 12mm thick sheets.The coefficient of linear expansion of polycarbonate material should be 6.7x10-5m/m•°C. As a consequence careful allowance must be made for the thermal expansion of Polygal polycarbonate multi wall sheets, both longitudinally and laterally and it is necessary to allow ~1/4” per 4’ length or width for thermal expansion. Min Thickness (mm) 12 R-Factor- BTU (h/ft2/F) 2.000Loss of “impact strength in the event of hail” shall be determined by an impact test according to ASTM D 5628-95 geometry FE (tap diameter 20mm). (In this test, failure is determined when the upper wall of the sheet is penetrated by the tap. The sheet does not reach the required standard if the Mean Failure Energy obtained in the test is less than 0.831 Joules. This energy is equal to the energy generated by a 20 mm (~3/4”) diameter ice ball at a speed of 21 m/s.). Foot bridge = 132.00 Sqm Walk Way = 70.00 Sqm

Providing and fixing of Anti-slip Granite 18mm of approved colour and shade over a bed of 20mm thick base of cement mortar of 1:4 (1 cement: 4 fine sand) jointed with cement slurry including rubbing and polishing complete.

Supplying and installation of Structural glazing (12mm glass panes) includes use of special fittings, such as spiders, rotules, clamps, tension rods and other supporting parts, which are connected to the supporting structure. All hardware should be made of high quality mirror polished stainless steel (graded 304, 316, 316LM and V4.A), ensuring best possible protection against oxidation and corrosion. Glass panes shoule be provided in various shapes and are installed without additional vertical and horizontal profiles on the outer side of the façade, being connected by special structural silicone highly resistant to weather conditions and UV radiation Glass fins or mullions supporting solutions represent the earliest form of structural glass façade and are used when the design intent is maximum achievable transparency. The result should be completely frameless and almost invisible facade, with no use of steel or concrete elements, providing complete air tightness and water proofing.

M/S WHITE LINECONSTRUCTIONS AND ENGINEERS

MOHAMMAD SHAFI ZARGAR GOVT CONTRACTOR

HASHMI INFRASTRUCTURE PRIVATE LIMITED

MANSOOR UL SALEEM DAR

M/S SAJAD AHMAD KHAN