PROVN OF ACCN FOR MI ROOM WITH AMBULANCE GARAGE AT HAWAS GULMARG UNDER GE 969 EWS

Amount

LUMPSUM/ OTHER PRE-PRICED PROVISIONAL SCHEDULES OF WORKS

Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule 'A' Part-I brought forward from serial page No. 28 (R)

Lump sum price worked out by the contractor for INTERNAL ELECTRIFICATION WORKS as listed in Schedule 'A' Part-II (Section-I) brought forward from serial page No. from 29 (R) to 30 (R).

INTERNAL ELECTRIFICATION WORKS Schedule 'A' Part-II (Section-II)

S&F LED Lamp 15 W complete all as specified and directed by Engr-in-Charge

Supply and Install of the electric water heater storage 25 Ltr capacity, 2KW heating element , 5 Star rated of Stainless-Steel body vertical type having the wall mounting arrangement, thermostat, indicators and thermally insulated stainless steel tank of glass lined inside the tank and heating element, PTMT connection pipe of 15mm dia and mounting on wall with suitable size of anchor bolts with complete connection of water & testing and all as specified and directed. Make Havells Puro Turbo DX/ Racold / Bajaj Calenta

Earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below normal ground level) with top edge of the plate not less than 1.5 m below normal ground level connected to galvanized earth Wire 4.0 mm (up to 7.5 m in length from earth plate) by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate no 3 of SSR part I including necessary excavation and earth work in any type of soil PCC 1.3:6 type C1 chamber with RCC 12:4 type B1 40 mm thick cover with MS rod 8mm dia at 150mm c/c in both ways as reinforcement, watering funnel, 20 mm dia light grade for protection of earth electrode, 20 mm dia GI pipe light grade for watering complete all as specified and as directed by Engineer in charge and tested on completion. Note The rate is iinclusive of necessary earth work, RFR and removal etc complete all as specified and directed by Engineer -in charge.

Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY WORKS as listed in Schedule 'A' Part-III brought forward from serial page No. from 31 (R) to 32 (R)

Lump sum price worked out by the contractor for ROAD/PATH WORKS as listed in Schedule 'A' Part-IV brought forward from serial page No.33 (R)

Lump sum price worked out by the contractor for AREA DRAINAGE WORKS listed in Schedule 'A' Part-V brought forward from serial page No 34 (R).

Lump sum price worked out by the contractor for SEWAGE DISPOSAL WORKS as listed in Schedule 'A' Section-VI (Part-I) brought forward from serial page No. from 35 (R) to 36 (R).

SEWAGE DISPOSAL WORKS Schedule 'A' Part-VI (Section-II)

M&L one set LLDPE septic tank any type of soil foundation in PCC 1:2:4 brick work in CM 1:4 RCC slab covers including RCC precast manhole cover having 6MM plate embeded all arround/fiber reinforced cover with angle iron frame vent shaft and sludge chmber etc complete for 30 users complete all as specified and directed by Engr-in-Charge and show drg CESZ-1080/2011. Make: Plasto/Vectus/Sintex/Supreme

Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4m dia and 3m depth complete all as specified and directed by Engr-in-Charge.

Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY WORKS listed in Schedule 'A' Part-VII (Section-I) brought forward from serial page No.37 (R).

EXTERNAL WATER SUPPLY WORKS Schedule 'A' Part-VII (Section-II)

Cutting existing GI pipe of 25mm dia in position for inserting tee/specials for branch connection of 25 mm size including GI tee 25x25x25 mm complete all as specified and directed by Engr In Charge.

M&L for cutting of existing road 3.75m and laying of 1:4:8 type D-2 PCC under 80 mm bore NP2 pipe and cover the pipe wit 1:3:6 PCC including packing under hauching against the sides of pipe 1:2:4 not exceeding 25 cm etc complete all as specified and directed by Engr In Charge.

Lump sum price worked out by the contractor for EXTERNAL ELECTRIFICATION WORKS listed in Schedule 'A' Part-VIII (Section-I) brought forward from serial page No. from 38 (R) to 41(R)

EXTERNAL ELECTRIFICATION WORKS Schedule 'A' Part-VII (Section-II)

Construction of transformer shed for transformer of capacity upto 300KVA complete all as specified and show on Drg No CESZ/TD-1110/2011 Sheet 1/1 and 2/2 dated 01.12.11

Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, earth plate surrounded by 15 CM thick packed layer of charcoal and common salt alternatively upto 90CM and connected with and including GI strip of size 32x6 mm by means of bolts,nuts,checknuts,and washers 40mm bore GI pipe light grade from earth plate upto testing point for protection of strip and 20mm bore GI pipe medium grade with wire mesh and funnel for watering including necessary excavation and earthwork PCC chamber (1:3:6) type C2 with RCC cover complete all as shown in electrical plate no 3 of MES schedule Part I of SSR Part I(2009) complete all as specified and directed by Engr In Charge. Notes:(i) RCC pit cover shall be pre cast of RCC(1:2:4) type B 40mm thick reinforcement with 8mm TOR steel @ 100 C/C in leiu of CI cover and the rate includes in the unit rate of item (ii) Earth electrode shall be protected upto test point using necessary arrangement with suitable size GI pipe and the rate includes in the unit rate of item. (iii) Earth pit chamber and RCC cover shall be painted with red paint over a primer coat and the rate includes in the unit rate.

Supply and erect 2 pole structure using 11 meter steel Tubular pole type 410SP-55 consisting of anti climbing device, PCC foundation & cross arms complete all as specified and directed by Engr-in-Charge.

Lump sum price worked out by the contractor for PROTECTIVE WORKS as listed in Schedule 'A' Part-IX brought forward from serial page No. from 42 (R) to 43 (R)

Lump sum price worked out by the contractor for EXCAVATION, EARTHWORK AND SITE DEVELOPMENT WORKS as listed in Schedule 'A' Part-X brought forward from serial page No. 44 (R).

M/S SUHEEL CONSTRUCTIONS (BID ID -3229094)