DEMOLITION AND RECONSTRUCTION OF THREE OVER HEAD TANK AT BHUJ MIL STATION (JOB NO 002/AMWP/BHUJ/2019-20)

Amount

Lump sum price worked out by the contractor for "BUILDING WORKS" as listed in Schedule ‘A’ Part-I representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 20 (R)

Lump sum price worked out by the contractor for "SITE CLEARANCE, EXCAVATION & EARTH WORK" as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 21 (R)

Lump sum price worked out by the contractor for "EXTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 22 (R)

Lump sum price worked out by the contractor for "EXTERNAL ELECTRIFICATION" as listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 23 (R)

Lump sum price worked out by the contractor for "LIGHTNING PROTECTION " as listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 24 (R)

Lump sum price worked out by the contractor for " DEMOLITION AND DISMANTLING" as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 25 (R)

Sch 'A' Part-VII (MISCELLANEOUS ITEMS) Notes: (i) This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under column 5 signifies this fact only. (ii) Excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under SCH A PART-II (Excavation and earthwork schedule).

M & L for construction of new PCC solid masonary valve chamber of size 1000 mm x 800mm x 1000 mm (internal dimension) with PCC foundation 1:4:8 type D2 using 40mm graded stone aggregate 150mm thick 150mm wide off sets alround over 100mm thick hard core, 200mm thick PCC solid block walls built in CM 1:6 50mm thick PCC 1:2:4 type B1 coping finished even and smooth, rendering 10mm thick in cement mortar (1:6) finished even and smooth without using extra cement internally including top of floor including excavation earth work in hard/dense soil 3mm thick MS sheet cover fixed on 25mm x 25mm x 6mm thick angle iron frame with hold fasts embedded in PCC coping with locking arrangement, mild steel handle and painting to steel surfaces with two coats of synthetic enamel paint over a coat of primer including dispoal of surplus soil to a distance not exceeding 50 m etc complete all as specified and directed

S & F water level sensor suitable for 50000 Gallon water capacity over head tank Type - Hydrostatic, Range 0-4, output-4 to 20 Mili Amp complete all as specified and directed by Engineer in Charge

S & F water level indicator 7 segment 4 digit LED display input-4 to 20 Mili Amp power supply 230 Volt AC complete all as specified and directed by Engineer in Charge

S & F LED aviation light for die cast aluminium housing with red polycarbonate domee for illumination, integral driver, IP65 and super flux 5mm 302 Nos LEDs incorporated, input voltage-100-270 Volts AC life time 50000 hrs complete all as specified and directed

M/S SHREE SHYAM CONSTRUCTION CO.

M/s Pal Builders

Vijay Construction Co

MUKUL ENGINEERING

PATEL CONSTRUCTION CO