CERTAIN EARTH FILLING AND SAND FILLING/PLOUGHING OF SGA IN RUNWAY AND REPAIRS FENCING AROUND RUNWAY AT PARUNDU UNDER GE TIRUNELVELI

Amount

SCHEDULE 'A'

Material and labour for sand filling in river sand, spread, levelled to a true surface after ploughing the old sand filling in soft ground arrester complete all as specified and as directed.

Material and labour for preparation of old steel surfaces of any description exceeding 10 cm width or grith not otherwise specified and applying one coat of syntheic enemal paint over a coat of red oxide primer complete all as specified and as directed.

Surface dressing not exceeding 15 cm deep in Hard/dense soil including removal of debris and depositing where directed complete all as specified and as directed.

Demolition of cement concrete in ground floor and pavings not exc 15 cm thick below or above GL complete all as specified and as directed.

Demolition of brick or stone masonry built in cement mortar including all quoins,arches,pillers etc but excluding ashlar facings,dressed stone work and precast concrete articles.

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete including necessary form work complete all as specified and as directed.

Material and labour for Brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius and built in CM 1:4 complete all as specified and as directed.

Material and Labour for precast RCC 1:2:4 type B1 using 20mm graded stone aggregate in cover slab for culvert/drain and set in CM 1 : 4 including necessary form work complete all specified and as directed. Note:- Reinforcement shall be measured and paid seperately

Material and labour for providing cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate cast in situ as in copings and the like including weathering, slightly rounded or chamfered or chamfered angles and throating including use of form work as necessary all as specified and as directed.

Material and labour for Rendering 15mm thick CM 1:4 other than fair faces of brick work or concrete as in wall surfaces, finished even and smooth without using a extra cement complete all as specified and directed.

Material and Labour for TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking,bending spirally for hooping ,for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L in repairs razor blade galvanised barbed Concertina coil of 1050 mm diameter made out of 2.59 mm thick galvanised wire having weight of each coil @ 15.2 kg ± 5% of coil, stretched to a length of 10 to 12 m to achieve 950 mm dia as in fencing to steel posts and to another coil/MS ribs including fixing with special galvanised fasteners such as J clips, C clips, U clips all as specified and as directed by Engineer-in-charge.

M& L in repairs Reinforced punched barb tape, with short barbed profile made out of GI reinforced core steel wire 2.5 mm dia and 0.5 mm cold clenched strip barbs around the core wire including 12 gauge spring steel GI wire having minimum tensile strength of 1650 kg/sqmm including fixing to concertina coil/steel posts/frames complete all as specified and as directed.

Material and labour for ploughing the old sand filling in soft ground arrester complete all as specified and as directed.

VVM CONSTRUCTIONS

CHANDRASEKRAN ENTERPRISES