PWRJT26204-Connecting Grey Water Network of IOCL Vadinar Residential Colony with Sewerage Treatment Plant of Deen Dayal Port Authority-Vadinar.

GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the Sr. No. 4, 5 & 6.

CIVIL WORKS

Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 500 mm dia. R.C.C. pipe

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenc hes, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundatio n trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engin eer. In all kinds of soil

Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in al l respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Eng ineer: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources]

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 :6 (1 cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in al l respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Eng ineer: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]

Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement : 6 coarse sand)

Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curi ng, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to S ite, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for placi ng the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materials , tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement sha ll be made as per relevant item of SOR.] :With cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 10 mm nominal size).