PROVN OF AUGMENTATION OF WATER SUPPLY SYSTEM AT PALLANWALA UNDER GE South AKHNOOR

Amount

Total amount of Schedule 'A' Part- I (Building Work) Note:This Schedule is pre-priced by MES and the Pre-priced rate indicated as Rs 9,90,000.00 under col 6 signifies this fact only.

Total Amount of Sch'A'-Part-I (Building Work)

The Schedule'A'- Part II to VIII are also pre-priced by MES.

Total Amount of Sch'A'-Part-II (INTERNAL WATER SUPPLY WORK )

Total Amount of Sch'A'-Part-III (PROTECTIVE WORK)

Total Amount of Sch'A'-Part-IV (SEWAGE DISPOSAL WORK)

Total Amount of Sch'A'-Part-V (UNDERGROUND SUMP WORK)

Total Amount of Sch'A'-Part-VI (SITE CLEARANCE WORK)

Total Amount of Sch'A'-Part-VII (INTERNAL ELECTRIFICATION WORK)

Total Amount of Sch'A'-Part-VIII (EXTERNAL WATER SUPPLY WORK)

Total amount of Schedule 'A' Part- VIII (Misc items) Note:This Schedule is not pre-priced by MES and the Pre-priced rate indicated as Rs 0.00 under col 6 signifies this fact only.

On site LLDPE Conventional type septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for 10 user.

Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2 M dia X 3 M effective depth, complete all as specified and directed. (As per drg No CE/TD-1202/2003, Sheet 1/2)

Provn of 24 gauge 250 mm wide PGI sheet as water Bar with welded joint throughout the inner as well as outer wall of tank as per Drg No CEUZ/WD/149-ST/2009 Sheet 3/3. complete all as specified and directed.

CI blank flange, complete all as specified and directed.

Supply and fix LED bulb 9 watts, 240Volts, 50Hz pin type complete all as specified and directed

Supply & fix LED light fitting decorative box type 20 watt, 85% energy efficiency, 0.9 PF, inbuilt driver, pre-wired and including providing PVC / Wooden solid round / square block -02 Nos and connecting up with twin core twisted copper wire from LED fitting to ceiling rose complete all as specified and directed.

Supply and fix LED secruity light fitting of capacity 30 Watt in aluminium PDC housing, toughened glass cover with IP65 protection with suitable inbuilt surge protector and cable connection from ceiling rose to light fitting and testing complete all as specified and directed.

Supply and fix ceiling fan of size 1200 mm sweep with BLDC Motor, high speed, single phase, 240Volts, AC, 50Hz,as approved colour and including hanging GI hook with necessary suitable MS clamps and connecting cable three core 0.75 sqmm round PVC sheathed from ceiling rose to fan connector and testing complete all as specified and directed.

Supply and fix exhaust fan of size 380 mm sweep with BLDC Motor,high speed, single phase, 240 Volts,AC, 50Hz,as approved colour and including fixing arrangement and proper opening on existing wall complete and connecting cable three core 0.75 sqmm round PVC sheathed from ceiling rose to fan connector and testing complete all as specified and directed.

Supply & fix MCB SP 6 to 32 Amps 10 KA,"C" series, AC, 240 Volts , 50Hz , ISI marked complete all as specified and directed

Supply and fix GI bracket pipe of size 40 mm dia medium grade of 1.2 mtr long bent to shape hot or cold suitable for street light fitting and making the one end of GI pipe bracket suitable for fixing of any type street light fitting and shall be fixed on wall surfaces and including suitable fabricate MS flat iron clamps of 25X6 mm thick -02 Nos suitable for fixing any places with nuts, bolts & washers including grouting on wall etc complete all as specified and directed.

Supplying, installing, testing and commisoning of Monoblock pump set MI-C series surface / floor mounted 3 phase 415 Volts. The pump shall have the following characteristics:- (a) Capacity of pump 12.50 HP (9.30 KW), RPM 2900 size 100 x 100 mm complete. (b) Discharge of pump 1050 lpm + 5% and head 41 Mtr. (c) The shaft seal assembly shall have length according to EN 12756 (d) Pipe connection shall be via JIS flanges. (e) Pump should have stainless steel impeller, mechanical seal and stainless steel shaft. (f) Cost for foundation with PCC work & Foundation bolts etc. as per manufacturer designed shall be included in quoted rates Make : KSB Model MR 12.5 FC 80-65-41 SD or equivalent of Kirloskar /CRI /Crompton

Construction of valve pit ( brick masonary ) of size (900 x 900 x 900) mm internal dimension with 3 mm thick MS steel cover angle iron frame work complete with locking arrangement including excavation and earth work and PCC ( 1:3:6 ) type C-2 with provision of two coats of synthetic enamel paints over a coat of red oxide primer to steel surfaces complete all as shown and directed in Drg. No. HQ/135/TD/96 including dismantling old existing damaged valve pit .

Provn of aluminium ladder inside the inner wall of the UG sump as per Drg No CEUZ/WD/149-ST/2009 Sheet 2/3.

Provn of water level indicator over the UG Sump slab as per Drg No CEUZ/WD/149-ST/2009 Sheet 3/3.

Provn of standard AC cone cap cowl suitable for 150 mm dia pipe as per Drg No CEUZ/WD/149-ST/2009 Sheet 3/3. complete all as specified and directed.

(i) Standard Penetration Test as (SPT) as per IS-2131-1981 with the help of shell and auger method from NGL and preparation of bore hole dia 100 to 150 mm upto 10 mtr in depth or refusal whichever is earlier for bldg including boring sampling and other relevant test for preparation of sub-soil profile of gravity soil and in case of refusal strata open pit from 2.0 to 4.0 mtrs and conducting of direct cone penetration test (DCPT) and other tests for preparation of sub soil profile to determine soil bearing capacity (SBC) (II) Permeability, shear and UCT test in the lab incl index properties, specific gravity, field density, MDD/OMC, Grain size analysis atterburg limits, wet and dry bulk density etc and evaluation of bearing capacity alongwith strata logs and submmission of comprehensive test report in triplicate for the proposed site alongwith photographic record duly annoated. (iii) Determination of SBC by analytical method. (iv) Preparation and submission of consolidated report. (v) Mobilisation/ transportation of men and machinery to and fro. (vi) Nos of holes for SBC :- (a) UG sump boreholes-02 Nos, 10 mtr in depth or refusal whichever is earlier of each

(b) Pump House bldg boreholes - 02 Nos, 10 mtr in depth or refusal whichever is earlier of each

M/s Vishal Engineers

M/S JEEVAN LAL SHARMA