CONSTRUCTION OF LABS UNDER PM SHRI SCHEME AT KV 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 (Single storey) with permanent Specifications in RCC M-25 with PCC block 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 Architetral 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 VI are prepriced by MES under Ser No. 04 to 08. 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 “SEWAGE DISPOSAL ”

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

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

Sch 'A' Part- VII - 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 load line vertical type TPN DB 4 way double door factory made powder coated distribution board way, including suitable capacity bus bar, Neutral bar, standard DIN rail, earth bar and suitable for incomer MCCB up to 100 Amps complete all as specified and 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.

M&L for Construction of sockage well of size 1.20m dia and 1.0m effective depth incl excavation in hard/dense soil, foundation in PCC 1:3:6, 75mm thick, walls of honey combed masonry (230mm thick), RCC cover in M-25 100mm thick with reinforcement 10mm dia bars @ 180 c/c bothways completely filled with brick bat all as specified and directed by Engineer in charge. NOTE :-Rates inclusive of necessary earth work, RCC cover all as required at site for collecting waste water from 02 Nos Lab sinks in the building under schedule 'A" Part I.

RMR ENGINEERING CONTRACTORS PRIVATE LIMITED (BID ID -3146043)