DEMOLITION AND RECONSTRUCTION OF TWO OVERHEAD TANKS AT AF STN JODHPUR

Amount

NOTE: Schedule ‘A’ Part I to VI are under Ser No. 2.00 to 7.00. are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lump sum price worked out for Building / Structures as listed in Sch `A’ Part I.

Lump sum price worked out for Excavation / Earthwork & Site Clearance as listed in Sch `A’ Part II

Lump sum price worked out for External Water Supply as listed in Sch `A’ Part III

Lump sum price worked out for Road/Path/Culvert and Hard standing as listed in Sch `A’ Part IV

Lump sum price worked out for Compound wall, Fencing and Gate as listed in Sch `A’ Part V

Lump sum price worked out for Demolition and Dismantling as listed in Sch `A’ Part VI

SCHEDULE 'A' PART - VII Misc Items is not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green filed under Col-6. EXTERNAL WATER SUPPLY

Taking up or down 150 mm bore galvanised steel water tubing including connections, fixed in walls, ceiling or laid under floor or laid in trenches etc complete all as specified and directed by Engineer-in-charge. Note :-Excavation and earthwork shall be measured and paid for separately.

Taking up or down 100 mm bore galvanised steel water tubing including connections, fixed in walls, ceiling or laid under floor or laid in trenches etc complete all as specified and directed by Engineer-in-charge. Note :-Excavation and earthwork shall be measured and paid for separately.

Supplying, laying, jointing, commissioning and testing 150mm bore centrifugally cast (Spun) ductile iron pressure pipe with spigot and socketed ends class K-9, confirming to IS : 8329/2000 blast furnace slag cement with portland cement properties suitable for rubber gasket jointing / tyton joints with inside cement mortar lining and black bitumen external coating, duly (ISI marked) laid in trenches complete all as specified and directed by Engineer-in-Charge. Note :- (i) DI fittings shall be measured and paid separately under respective items (ii) Pipes shall be laid in trenches already excavated for taking out old GI pipe line. Extra excavation / earthwork shall not be paid.

Supplying, laying, jointing, commissioning and testing 100mm bore centrifugally cast (Spun) ductile iron pressure pipe with spigot and socketed ends class K-9, confirming to IS : 8329/2000 blast furnace slag cement with portland cement properties suitable for rubber gasket jointing / tyton joints with inside cement mortar lining and black bitumen external coating, duly (ISI marked) laid in trenches complete all as specified and directed by Engineer-in-Charge. Note :- (i) DI fittings shall be measured and paid separately under respective items (ii) Pipes shall be laid in trenches already excavated for taking out old GI pipe line. Extra excavation / earthwork shall not be paid.

M&L for Construction of brick masonry valve pit of internal size 110cm x 110cm x 90cm including necessary excavation and earth work in soft/loose soil, brick work, plastering, white wash, PCC coping, MS frame made out of angle iron of size 40mmx40mmx6 mm, MS sheet cover of 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painting with 2 coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 type B-1 including handle and locking arrangement with one number 50 mm dia brass pad lock , complete all as specified and directed by Engineer - in - Charge Note :-(i) Brick wall shall be 23 cm thick built in cement mortar (1:4) (ii) Internal plaster shall be 15 mm thick in cement mortar (1:4) and external plaster upto 450mm from top shall be 20mm thick in CM (1:6) and remaining external surface shall be flush pointing in CM (1:6) as the work proceeds. (iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate extended 15 cm all around from the external face of the walls. (iv) PCC coping shall be 15 cm thick in cement concrete ( 1:2:4) type B-1 using 20 mm graded stone aggregate including grouting of angle iron frame in PCC. (v) Two coats of white wash to internal surfaces of valve pit. (vi) Depth of wall pit shall be reckoned from the top of PCC in foundation.

Cutting existing CI/DI pipe line of 150 mm and inserting tee of size 150x150x150mm for taping complete all as specified and directed.

Cutting existing CI/DI pipe line of 150 mm and inserting tee of size 150x150x100mm for taping complete all as specified and directed.

S&F indicator (water level indicator of RCC overhead reservoir) with synthetic enamel paint as per colour code and as directed by Engr-in-Charge.

S&F in PVC floats of size 300mm with PVC wire, red painting iron plate as per existing size including changing of nilon rope etc complete as directed in all RCC over head reservoir

S&F in aviation obstruction light from OH tank of staging upto 25 mtrs and supply & fix aviation lilght. Including connecting wire complete all as specified and directed by Engineer-in-Charge.

DI / CI special such as tee, bend collar, tail piece & other fitting as required.

JANGID BUILDERS

DEV INDUSTRIES