PROVN OF COMPLAINT CELL STORAGE ACCN AND FURNITURE YARD AT ICGS KAKINADA

Amount

Schedule "A" Part – I to Schedule "A" Part – XI NOTE: Schedule "A" Part – I to Part – X are prepriced by MES. Bidders shall insert their Lumpsum amount in Green coloured field under Column - 6 only and for Items of Part XI Bidders shall insert unit Rate of each items of work in Green coloured field under Column - 6 only.

Lump Sum price worked out by the contractor for "BUILDINGS & STRUCTURES", for the Lumpsum price of Rs.78,05,000.00 inserted by MES as listed in Schedule 'A' Part - I

Price worked out by the contractor for "EARTH WORK AND SITE CLEARANCE ", against the price of Rs. 15,66,713.74 inserted by MES as listed in Schedule 'A' Part - II

Price worked out by the contractor for "PILE FOUNDATION", against the price of Rs. 82,78,714.71 inserted by MES as listed in Schedule 'A' Part - III

Price worked out by the contractor for "INTERNAL WATER SUPPLY", against the price of Rs. 42,405.75 inserted by MES as listed in Schedule 'A' Part - IV

Price worked out by the contractor for "INTERNAL ELECTRIC SUPPLY", against the price of Rs. 1,86,125.50 inserted by MES as listed in Schedule 'A' Part - V

Price worked out by the contractor for "EXTERNAL WATER SUPPLY", against the price of Rs. 28,864.48 inserted by MES as listed in Schedule 'A' Part - VI

Price worked out by the contractor for "EXTERNAL ELECTRIC SUPPLY ", against the price of Rs. 53,166.52 inserted by MES as listed in Schedule 'A' Part - VII

Price worked out by the contractor for "SEWAGE DISPOSAL", against the price of Rs. 63,542.05 inserted by MES as listed in Schedule 'A' Part - VIII

Price worked out by the contractor for "AREA DRAINAGE", against the price of Rs. 8,51,896.22 inserted by MES as listed in Schedule 'A' Part - IX

Price worked out by the contractor for "ROAD/ PATH/ CULVERT ", against the price of Rs. 10,94,842.13 inserted by MES as listed in Schedule 'A' Part - X

Schedule "A" Part - XI [Miscellaneous Items]

PILE FOUNDATION

Boring for Bored cast in situ 450 mm dia piles up to 30 metres in any strata except hard rock and getting out and disposal of spoil to a distance exceeding 1.5 KM and not exceeding 50 metres using DMC method (Direct mud circulation) all as specified and directed by Engineer- in - Charge

M&L for providing and installing 8mm thick MS liner for bored cast-in-situ concrete piles with stiffeners (as shown in drawing), driving shoe with continuous welding including cutting, bending, welding etc., confirming to Fe 410W Gde E-250 quality BR/B0, complete all as specified and directed by Engineer- in - Charge. Note: (i) Rate shall be inclusive of cutting the liner at cut off level. The quoted rate shall be deemed to be inclusive of cutting, removal and salvage value of the materials obtained. (ii) MS liner shall be driven upto levels as shown in foundation design drawings.

Chipping out Pile upto Cut off level including initial load disposal upto a distance of 50 metres, all as specified and directed.

Carrying out initial load testing on 450mm dia piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required. (a) Compression test

(b) Pull out test

(c) Lateral test

Carrying out routine load testing on 450mm dia piles of following test all as per IS complete all as specified and as directed. (a) Compression test

(b) Pull out test

(c) Lateral test

Carrying out 450mm dia pile integrity testing all as per IS, complete all as specified and as directed.

INTERNAL ELECTRIFICATION

M&L for GI bracket made out of Galvanised Iron tubing 32mm bore "light grade" to the required shape,1.5m long fixed with 02 Sets of flat iron clam of size 25mm x 5mm, bolts, nuts and washers of suitable size, with and including applying two coats of synthetic enamel paint (approved shade/colour) over a coat of red oxide primer, complete all as specified and as directed.

S&F modular metal flush box 8 way

Earthing complete with Galvanised steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 4mm GI wire by means of nuts, bolts, check nuts and washers made of GI and GI pipe 15 mm "Medium Grade" for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and directed.

SEWAGE DISPOSAL M&L for 180mm (Outer Dia)/163mm (inner Dia) Sewage Double wall Corrugated (DWC) SN 4 Class drain pipe Grade "A", complete all as specified and directed

ROAD/PATH/CULVERT

M&L for preparation of new concrete surfaces and applying two coats of chlorinated rubbrized paint over a coat of primer for continuous/interrupted lines with special road painting machine and dashes, arrows, letters etc., painting with manually to achieve required finishes, all as per manufacturers instructions, complete all as specified and directed

M&L for laying and compacting 250 mm thick in two layers 125mm thick each (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works, complete all as specified and directed.

Supply and laying 80mm thick factory made chamfered edge precast glazed cement concrete paver block of M-40 grade confirming to IS 15658-2006 with approved colour, design & pattern as in drive ways of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

Sai Sri Constructions (BID ID -3279055)

srisampathassociates (BID ID -3279031)

MERIDIAN CONSTRUCTIONS PRIVATE LIMITED (BID ID -3279255)

P Govinda Reddy Infrastructure (BID ID -3278763)

A CHINNARAO REDDY (BID ID -3279342)

R B RAJESH (BID ID -3278884)

SREE CONSTRUCTIONS (BID ID -3278088)