82524/E8 Provn of MD Accn for MES Key personnel at AFS Thanjavur

Amount

GENERAL SUMMARY (Note : Schedule 'A' Part I 'Building/ Structure' is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

Schedule ‘A’ Part I “BUILDING/STRUCTURES ” Design and construction of RCC M-25 framed Structure (Double storey - block of 02 DU) with permanent Specifications in RCC M-25 with Brick masonry panel walls, ATT, PU based WPT, earthquake resistance as per latest IS etc incl RCC foundation etc complete all as specified and as shown in Architectural drawing / Approved structural drawing. Note:- The contractor shall submit structural design & drawing of the building under Sch 'A' part I (prepared based on Architectural drawing forming part of tender document) duly vetted by any IIT / NIT or any Govt engineering college within the time limit shown in schedule 'A' notes.

GENERAL SUMMARY (Note : Schedule 'A' Part II to VII are prepriced by MES under Ser No. 04 to 09. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only)

Total of Schedule ‘A’ Part II “INTERNAL ELECTRIFICATION ”

Total of Schedule ‘A’ Part III “INTERNAL WATER SUPPLY"

Total of Schedule ‘A’ Part IV “ROAD / HARD STANDING"

Total of Schedule ‘A’ Part V “SEWAGE DISPOSAL ”

Total of Schedule ‘A’ Part VI “EXTERNAL WATER SUPPLY ”

Total of Schedule ‘A’ Part VII “ EXTERNAL ELECTRIFICATION”

Sch 'A' Part- VIII - MISCELLANEOUS ITEMS (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

S&F Sheet metal enclosure for 4 way Distribution Boards (DB’s), double door, VTPN with 200 amps rated bus bar, IP-43 protection suitable for fixing MCCB's/MCB"S/lsolators complete all as specified and as directed.

M&L for bracket made out of 40mm dia light grade GI pipe of 1.2 m length bent to required shape suitable for fixing building security light on wall with two Nos clamps made out 40mm X 6mm flat with suitable nuts and bolts including two coats of aluminium paint over a coating of red oxide primer complete all as directed.

M&L for Earthing complete with galvanized steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground (Earth pit not less than 2.25 Mtr deep below normal ground level )with top edge of the plate not less than 1.5 Mtr below normal ground level connecting with galvanized iron GI earth wire 4mm dia by means of bolt nut check nuts and washers of galvanized iron and provision of GI tubing medium grade (ISI marked)of size 15mm for protection of GI earth wire up to test point, 20mm dia GI medium grade watering pipe with funnel and wire mesh, RCC pit cover of size 300x300x40mm reinforced with XPM having weight not less than 4Kg/sqmm including 6mm thick MS bar handle made to shape, PCC pit with 1:3:6 type C1 with angle iron frame made of angle iron of size 40x40x4mm, adequate qty of charcoal dust and salt layers all around the earth plate, earth work in any type of soil, all as required at site complete all as specified in plate No 3 of SSR Part-I and all as specified or indicated including testing on completion. NOTE :-Rates inclusive of necessary earth work, PCC pit, RCC cover, funnel with watering pipe, GI earth wire up to 7.5 m long for connecting to test point etc. all as required at site for complete earthing.

Cutting the existing GI pipe of 100 mm dia and required length in position for inserting new Tees, branches etc. including fitting excavation, refilling, ramming complete

Construction of masonry valve chamber of size 600 x 600 x 1000 mm internal size, 100 mm thick foundation using PCC 1:4:8, type D2, over 15 cm thick hard core, 23 cm thick masonry blocks casted using PCC 1:3:6, type C1, set in cement mortar 1:4, 15 mm thick plaster to internal surfaces, external surfaces upto 15 cm below ground level and top of floor in cement and sand mortar 1:4, finished even and smooth with out using extra cement, 5 mm thick MS sheet cover including 50 mm x 50 mm x 6 mm thick, MS angle frame fixed in PCC 1:2:4, type B1 coping with 25 mm x 6 mm flat iron hold fasts, handles, hinges with locking arrangements, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not exceeding 50 m complete all as specified and shown on drawings.

M&L RCC Septic tank for 10 Users designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-25 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete all as shown on drg No. AFB/TD/228/04

M&L for Soakage wells including 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 masonry in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 M dia X 3.00 M effective depth complete all as drg No. AFB/TD/125 sheet 1/2 & 2/2 dt 04-07-1988.

NITHYASRI AND CO (BID ID -3180846)