SPL REPAIR TO FENCING AT CHILDREN PARK-I AT NIRBHAY VIHAR UNDER GE (WEST) LUCKNOW

Dismantling posts or struts(wood, steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground complete all as specified and directed.

Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wooden posts complete all as specified and directed.

Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and directed.

M&L for brick work with fly ash bricks of old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6 and incl demolition of existing brick work complete all as specified and directed.

M&L for rendering 15mm thick on fair faces brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.

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

Returning, filling including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed.

Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

M&L for cement concrete type D2, 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed.

S&F of precast I-shaped pillar of size 200mmx200mmx2400mm as per drawing, having flange thickness of 60mm and web thickness 80mm will place on PCC base size 750mmx750mmx100mm, grouted into pit size 600mmx600mmx900mm using shuttering with concrete ratio 1:2:4 (The details of column comprising of following i.e having a cap fixed at top of the column, having 4mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions, all manufacturing process must comply with indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components concrete mix design of IS:9103 with weight of each column at least 185 kg (tolerance limit 1.5%) complete all as specified in drawing and directed by Engr-in-Charge. Note (i) PCC of sub base and grouting shall be measured and paid separately under relevant item of BoQ. (ii) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (iii) Please refer drawing sheet No 1/1 to 1/2 for pillar & panels is enclosed. (iv) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding