Provn of drainage system at KG school at CGRA Paradip.

Amount

Provn of drainage system at KG school at CGRA Paradip.

Excavation in trenches n exc 1.5m wide and n exc 1.5min depth for foundation etc and getting out soft/loose soil complete all as specified and directed.

Returining n filling in layer including spreading levelling, watering and well ramming in layers nexc 25cm complete all as specified and directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete allas specified and directed.

M&L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation/mass concrete complete all as specified and directed.

M&L for fly ash bricks mean radius on plan exc 6 m straight or curved built in CM 1:6 complete all as specified and directed.

M & L for damp proof course 40mm thick in Cement concrete 1:2:4 type B0 to horizontal or vertical surfaces including necessary formwork complete all as specified and directed.

M&L preparation of newly plastered surfaces and applying three coats of white wash on wall complete all as specified and directed. .

M&L Plain Cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in surface channels & drains etc.all as specified and directed.

M&L Precast cement concrete cover slab for drains etc with precast concrete 1:2:4 Type B1(using 20mm graded stone aggregate) including necessary forms/moulds set in CM 1:4 all as specified and as directed.(Note: reinforcement shall be measured and paid separately)

Material and labour for 15 mm rendering in two layer, 10 mm thick in cement mortar (1:6) in second coat 5 mm thick in cement mortar (1:4) finished fair and even without using extra cement including mixing of water proofing compound as per manufacturers instructons. Note- Supply of water proofing compound will be measured and paid separately under relevant item of this schedule.

M&L for integral water proofing compound.

M&L for mild steel TMT bars 10 mm dia and over, cut to length bent to shape required including crancking bending, spirally for hopping for columns etc hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and as directed.

All as per item No.12 above but 8mm dia and over upto and including 10mm dia in stirrups,spacers and binders.

M&L for 150mm thick PCC 1:2:4 Type B2(using 40mm graded stone aggregate)as in floor,finished even and fair without using extra cement all as specified and as directed.

M & L for PCC 1:3:6 type C2 (using 40mm graded aggregate)as in Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 150mm dia bore SWG pipes complete all as specfied and direcxted by EIC.

M&L for 150 mm int dia salt glazed stone ware drain pipes Grade" A" laid in trenches with and including fittings of same grade and tested and jointed complete all as specified and as directed.

Providing cement concrete type B1(1:2:4)using 20 mm graded stone aggregate as in roof kerbs or mud stops,rounded or chamfered on edges as in copings complete all as specified and as directed.

Rekha Enterprises

M/S T.N.CONSTRUCTION

vaishnaveedevienterprises

M/S ABHISHEK JENA

RANA ENTERPRISES

HARI HARA NAYAK

SMART ENERGY SOLUTIONS