Under District Ayodhya, Construction of Interlocking work with shed sheet for construction of shed for cremation at Cremation site Bharatkund, Lot No 14

Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8

Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.4.2

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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a)

Kota Stone flooring over 20mm thick (Average) with grey cement slurry mixed with pigment to match thae shade DSR No.11.26.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with DSR No.10.16.1

Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1

GI Sheet in roofing of Shade All Complete 18 GaugeDSR No. 10.16.2

Suppay and fixing of Stanless steel Benchech three sheetar (Silver) DSR No. 10.28

Mobile Crane DSR No. 37

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR No. 13.62.1

15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS 13.5.1

Supply anf Fixing of Display Board

Earth work in cutting or in embankment in ordinary soil,excation to be in the form of regular pits not exceeding 0.5m in depth etc.

Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum.

Concrete with 40mm gauge Stone ballast / stone ballast ,f/sand & cement in proportion of 6 ;3;1 in foundation and under floors including supply of all materials,labour and T & P etc,required for proper completion of the work.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

First class b/w in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work.

80 mm thick Rubber moulded Zig Zag Interlocking All complete

12mm thick Plaster with cement mortar in proportion of 1:3 with Course sand

Supply and fixing of Display information board i/c letter writing etc at site

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