PROVN OF RAIN DRAINAGE SYS AROUND KLP AND CONNECTING IT WITH RAIN WATER HARVESTING PIT AT MIL STN GNR

Carrying out required ground survey by taking levels as required of storm drain & branch drain lines networks as directed by Engineer-in-Charge upto Rain Water harvesting Recharge Pit with IL and GL of drain with dia and slope of proposed strom drain line ,devlopment, preparation and submission of architectual & structural drawings for the area of 03 Nos Bn of Military Station Gandhinagar including details of layouts and locations of various elements, all as specified. Each set shall be submitted in quadruplicate including soft copies. The consultant shall work out the following parameters :- (i) Collection of Existing Rainfall data and expected recharge, collection. filtration,quantity etc. (ii) Preparation of proposed new drain network from upto proposed tentative location of Recharge Pits (iii) Preparation of design, Drawings and Calculation of Proposed drain network and approval from client. (iv) Preparation of Architectural and Structural Design of Storm drain & Recharge Pit and other structures of Rain water Harvesting System. (v) Preparation of detailed Estimate Based on layout and design proposed by the client. (vi) Submission of (DPR) Detail project report in three set to client in hard copy as well as in soft copy. (vii) The survey report and entire storm drain & rain water harvesting system recharge Pit design shall be got got done by MES approved consultatnt under Category -J . The rate of above scope deemed to be included in quoted rate by contractor . Above mentioned scope should be complete within 30 Days from the date of Acceptanance of Contract by GE(A) Gandhinagar

Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and directed by Engr-in-Charge

Material and labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Material and labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5mtr in depth , exc 1.5 m in width including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 3.00mtr, as directed by Engineer-incharge

Material and labour for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge

Material and labour brick work with FLY ASH BRICKS {As per IS-13757 (1993) burnt clay fly ash building bricks}, (OLD SIZE BRICKS) straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.

Material and labour Rendring 15mm thick on fair faces of brick work or concrete surfaces with water proof compound (LWPC will be measured and paid seperately) on wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. Note :- Water proofing compound shall be measured and paid seperately under respective item.

Supply only integral liquid water proofing compound (ISI marked). Make : Pidilite (Dr. Fixit Pidiproof LW) or equivalent of Fosroc / Sika / STP

Material and labour for Reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20mm graded stone aggregate ) as in slabs supported on walls,roof slab, roof beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in -Charge.

Material and labour for rough finished Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engr-in -Charge.