PROVISION OF TRANSIT ACCOMODATION FOR AIR CREW OFIICERS AND SNCOs AR AF ATATION DARBHANGA UNDER GE AF BIHTA

Amount

Lump sum price worked out by the contractor as per showm on drawing for Building works as listed in Sch ‘A’ Part I .

Lump sum price worked out by the contractor for Internal water supply as listed in Sch 'A' Part II .

Lump sum price worked out by the contractor for Internal electrification as listed in Sch 'A' Part III .

Lump sum price worked out by the contractor for External electrification as listed in Sch 'A' Part IV .

Lump sum price worked out by the contractor for Sewage Disposal as listed in Sch 'A' Part V .

Lump sum price worked out by the contractor for External Water Supply as listed in Sch ‘A’ Part VI .

Lump sum price worked out by the contractor for Hot Water Supply as listed in Sch ‘A’ Part VII.

Lump sum price worked out by the contractor for SITE CLEARANCE/AREA DEVELOPMENT/EARTH WORK as listed in Sch ‘A’ Part VIII

Price item wise worked out by the Contractor for Schedule `A' Part-IX (rate against Srl No. 10.0 to 23.0 shall be quoted by the Contractor)

S & F for 15mm bore brass chromium plated WHB mixer for mixing hot and cold water screwed down high pressure for iron pipe and fixed to wall complete all as specifed and directed by EIC.

S & F for 15mm bore brass chromium plated 3 in 1 wall mixer wall mounted connecting legs for mixing hot and cold water screwed down high pressure for iron pipe and fixed to wall complete all as specifed and directed by EIC.

S & F LED bulb 7 Watt retrofit type Base -22 cap complete all as specified & directed.

S & F SMC Junction box , hot press moulded , front openable , side hinge , and fixed with mechanical fasteners of size 250X200X100 mm suitable for three phase 4 wire system incl aluminium bus bar 200 amp of suitable rating complete all as specified & directed.

S & F of 25 watt LED streel light fitting with luminare made up of pressure dia cast aluminium housing with toughned glass, individual LED lenses and system lumen efficiency shall be greater than 100 lumen /watt, making connection with PVC cable FRLS 1.5 sqmm 3 core flexible copper conductor with fixed in madeout GI bracket complete all as specified & directed.

Supply & fixing GI Bracket made out of 40mm GI pipe medium grade bend to shape 1.2 mtr with two Nos clamps made out of 40x5mm flat and two Nos nut bolts with washer duly grouted in wall or fixing on electric pole incl two coat synthetic enamel paint over one coat of zink chrome primer complete all as specified & directed by Engr-in-Charge.

Supply & fixing time switches 415V single phase of 20 Amps rating with contactor fitted inside steel enclosure complete all as specified & directed by Engr-in-Charge.

Supply & fixing gate post top luminaire with clear acrylic globe with 1X25 W LED retrofit lamp and all other acessories and electric connection complete all as specified & directed by Engr-in-Charge.

M&L for Earthing complete with galvanized steel earth plate 600x600x 6mm thick, buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level, connected to galvanized iron wire 4 mm dia as earth lead by means of bolts, nuts, check-nuts, and washers of galvanized iron or steel connected to earthing test point all as specified including 15 mm dia GI tubing medium grade and necessary fitting for protection of GI wire including supplying and laying charcoal dust, common salt in alternate layer, PCC pit with 1:3:6 Type C1 (Using 20 mm graded stone aggregate) RCC cover 40mm thick (1:2:4) type B1 using 20mm graded stone aggregate reinforced with 6 mm dia round bars @ 75mm C/C both ways with MS handle 12mm dia plastering 15 mm thick in CM 1:6 externally upto 150 mm below ground level, GI funnel with 20 mm dia medium grade GI pipe for watering and wire mesh including excavation and earth work, and disposal of surplus soil complete all as specified and shown in Plate No. 3 of SSR Part I of 2009 and connected to earth test point including testing and marking building Nos and writing test results on a 3.0 mm thick painted MS earth pit marking plate (200 mm x 100mm) duly welded with a 450 mm long 10mm dia round MS rod fixed with the earth pit chamber by grouting complete all as specified and directed.

M & L for construction of valve pit chamber of size 450x450x450mm depth (internal dimensions) with sub class B bricks built in CM 1:6, MS cover 3.15mm thick fixed on angle iron frame of size 40x40x5mm thick with hinges and proper locking arrangements including necessary excavation and earthwork in any type of soil, PCC 1:4:8 type D-2 as in foundation and PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping including 10mm thick internal/ external plastering in CM 1:4 and painting the steel surface with two coat of bituminous black paint over a coat of red oxide primer complete all as specified and as directed. (Drg No. CEAF/TD/EM/01)

Bringing earth from outside MD land in soft/loose soil for laying and spreading in layers n.exc. 15cm thickness including watering and rolling with 8 to 12 ton power rollar complete all as specified and directed by Engineer-in-Charge.

Supply and erection of steel tubular pole swaged type 410-SP 31 ( 9.00 mtr long pole) complete conforming to IS: 2713 complete with CI base plate, pole cap bolt nuts & screw with cast iron base plate, pole cap, mild steel bolt, nuts and screws complete all as specified consisting of following works:- (a) Excavation in trenches not exceeding 1.5 mtr wide & n.exc 3.0 mtr deep for pole foundation & getting out in soft/loose soil, returning filling in the excavated of soil after fixing the pole in foundation ramming earth around in layer not exceeding 25 cm thick and disposal of surplus soil to a distance not exceeding 50 mtrs complete all as specified and directed.(b) M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) in foundation 900mmx600mm cross section and planting depth 1.5 mtr for concrete encasing the pole upto GL complete all as specified and directed.(c) M&L for providing PCC 1:3:6, type C-1 (using 20mm graded crushed stone aggregate) for plinth block/collar above GL 500mm high and 450mm dia complete all as specified and directed.(d) M&L for painting of pole externally with one coat of black bituminous paint (upto planting depth) and above plinth block concrete collar with two coat of aluminum paint over a coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropriate colour in alternate layer upto the height of 1.5mm above plinth block.(e) M&L for writing letter or figures (Block Roman, Italic as Indian) with thick synthetic enamel paint of apprised shade not exceeding 5 cm height including numbering of pole complete all as specified and directed.(f) Painting of coping with cement based paint all as directed. Note : Manufacture's test certificate shall be produced before execution work.

Supply and Fixing on site LLDPE septic tank designed to carry sewage and sludge water including execavation in any type of soil PCC 1:4:8 below foundation vent shaft, connection etc complete for 05 users with upflow filter media complete all as per manufacturer's instruction and as directed.

M & L for construction of soak well 1.80 m dia and 3.00 mtr effective depth including earth work in any type of soil foundation concrete PCC honey com brick work solid brick work in cement mortar, RCC slab and precast manholes covers including reinforcement, with brick bats filling complete all as specified in drawings and as directed.

M/S Tariyani Engicon Private Limited