PROVISION OF PAVED SURFACE BY USING INTERLOCKING TILES IN CERTAIN LOCATION MES COMPLEX, PROVISION OF DRAINAGE SYSTEM AT VARIOUS PLACES, PROVISION OF PARKING SHED AT TRV PROVISION OF RAMP FOR TRANSPORT POOL AT CG LAND CHICOLNA GOA UNDER GE(I)(CG)GOA

Amount

Sch A PART-I( PAVED SURFACE BY USING INTERLOCKING TILES) M & L Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in (Soft/disintegrated rock) complete all as specified and directed. [Note: Total Quantity: 470.00(Part-I) + 486.00(Part-III)= 956.00 Sqm]

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. [Note: Total Quantity: 33.00(Part-I) + 0.70(Part-V)= 33.70 Cum]

M & L 100mm thick plain cement concrete 1:4;8 type D-2 using 40mm graded stone aggregate as sub base complete all as specified and directed. [Note: Total Quantity: 470.00(Part-I) + 12.00(Part-III)= 482.00 Sqm]

M & L plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. [Note: Total Quantity: 14.00(Part-I) + 49.00(Part-II) + 5.00(Part-III) + 13.00(Part-IV) = 81.00 Cum]

M & L pre- cast cement concrete 1:2:4 type B1( using 20mm graded stone aggregate) in kerb stone and setting in Cement Mortar 1:6 complete with joint to match complete all as specified and directed.

M & L screed bed or bedding layer of mortar 5mm thick to rceive floor/interlocking tiles in cement mortar 1:6 complete all as specified and directed. [Note: Total Quantity: 470.00(Part-I) + 485.00(Part-III) = 955.00 Sqm]

Machine pressed precast concrete interlocking paver block any shape and size confiRMing to IS 15658-2006 of 60mm thickness, M-35 Grade, With grey cement and pigments complete all as specified and directed. [Note: Total Quantity: 470.00(Part-I) + 485.00(Part-III)= 955.00 Sqm]

Excavating in trenches n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 Sqm on plan and getting out (Soft/disintegrated rock) complete all as specified and directed. [Note: Total Quantity: 3.00(Part-I) + 380.00(Part-II) + 3.50(Part-III) + 21.00(Part-IV) + 7.00(Part-V) = 414.50 Cum]

M & L one coat of painting on concrete Surface with ( synthetic enamel) of any description over 10cm girth or width, not otherwise described complete all as specified and directed. [Note: Total Quantity: 470.00(Part-I) + 485.00(Part-III) = 955.00 Sqm]

Sch A PART-II( PROVISION OF DRAINAGE SYSTEM ) Item for Excavation in trenches and Plain cement concrete 1:4:8 will be measured and paid under [Item No 4.00 & 8.00 ] of Sch A Part-I, respectively

M & L Pre-cast cement concrete block masonry Type C1 1:3:6 (Using 20 mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar in 1:6 complete all as specified and directed. [Note: Total Quantity: 125.00(Part-II) + 2.00(Part-III) + 16.00(Part-IV) = 143.00 Cum]

M & L Plain cement concrete 1:2:4 type B-1 (Using 20 mm graded stone aggregate) as in coping complete all as specified and directed.

Rendering 15 mm thick in Cement Mortar 1:6 on fair face of brick work finished even and smooth using sagol finish complete all as specified and directed.

Returning filling including spreading, levelling and well ramming in layers not exc 25cm complete all as specified and directed. [Note: Total Quantity: 180.00(Part-II) + 4.00(Part-III) + 6.3(Part-V) = 190.30 Cum]

Removing execavated soil to a distance exc 250mtr but n.exc 500 mtr and depositing where directed complete all as specified and directed. [Note: Total Quantity: 200.00(Part-II) + 30.00(Part-III) = 230.00 Cum]

S & F PVC (110 mm bore)(SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed.

S & F PVC(110 mm bore) (SWR) bends any radius complete all as specified and directed.

Sch A PART-III( PROVISION OF PARKING SHED) [Note: Item for Surface excavation, Excavation in trenches n exc 1.5m, Pre cast cement concrete block masonry, Removing excavated material n exc 500m, M & L plain cement concrete of footing type D-2 1:4:8 (100 mm thick), M & L plain cement concrete (1:4:8) in foundation, M & L screed bed of 5mm thick, Machine pressed precast concrete interlocking paver block and M & L painting on concrete Surface(Synthetic enamel) will be measured and paid under [Item No 1.00,3.00,4.00, 6.00,7.00, 8.00 & 9.00] of Sch A Part-I, and [Item No 11.00,15.00] of Sch A Part-II respectively].

Excavating in post holes (or similar holes) each n exc 0.5 cu. m in hard dense soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed.

M & L Providing,plain cement concrete in 1:2:4( type B1 using 20 mm graded stone aggregate) in roof kerbs of mud stops, rounded or chamfered on edges complete all as specified and directed.

M & L 100mm thick plain cement concrete sub-base in floring type C-2, 1:3:6 complete all as specified and directed.

M & L Hardcore with broken stone or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M & L Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

S & F Joist, channel, angle, or tee sections,(round pole 80mm dia) fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W Grade-E-250) quality A complete all as specified and directed.

S & F Plate or single stanchions, built up of one beam of channel section with flange plates, caps, bases, splices, angle brackets, cleats and other connections of Fe-410-W (Gde - E-250 Quality A) complete all as specified and directed.

S & F Rolled sections as in main and cross beams,(common Rafter) purlins where connected to truss; fixed with angle cleats or other connecting plates.(Fe 410-W(Gde E-250)qualityA.MC-100) complete all as specified and directed.

M & L Preparation of new steel surface of steel and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

S & F Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.

M & L Pre-cast cement concrete type B1,1:2:4(Using 20mm graded stone aggregate) landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and directed.

M & L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. [Note: Total Quantity: 60.00(Part-III) + 550.00(Part-V) = 610.00 Kg]

Sch A PART-IV( PROVISION OF RAMP FOR TRANSPORT POOL) [Note: Item for Excavation in trenches n exc 1.50 m, M & L PCC 1:4:8 type D2(40 mm graded aggregate), Pre cast cement concrete 1:3:6 type C-1 and Return filling including spreading, levelling and well ramming will be measured and paid under [Item No 4.00,8.00,] of Sch A Part-I, respectively and [Item No 11.00 & 14.00] of Sch A Part-II and [Item No 30.00] of Sch A Part-III respectively]

M & L Formwork to sides & soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors & beams etc Rough finished surfaces of concrete flat complete all as specified and directed.

All as per item No 30.00 above but 6-8mm dia and over up to and including 10mm dia in stirrups spacers and binders complete all as specified and directed.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in Cement Mortar (1:4) in ceiling complete all as specified and directed.

Demolition RCC as in Roofs, floors(other than ground floors), beams staircases, landing, chajjas, and similar suspended work complete all as specified and directed.

S & F 1000 litres capacity rotational molded polythene water storage HDPE tank as loft tank (rectangular) of minimum 3 layers with closed top hoisted and fixed in position complete all as specified and directed.

Supplying and laying of CPVC pipes(25 mm outer dia) SDR 11 and plain CPVC SDR 11 fittings in trenches complete all as specified and directed.

S & F Stop valves for 15 mm bore dia pipe cast copper alloy screwed pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed complete all as specified and directed.

S & F Bib Tap standard of PTMT any colour high pressure screwed for 15 mm bore dia iron pipe and fixed (Minimum weight 15mm- 90gms) complete all as specified and directed.

Sch A PART-V( E/M PORTION OF RAMP FOR TRANSPORT POOL) [Note: Item for Excavation in trenches n exc 1.50 m, Return filling including spreading, levelling and well ramming and Removing excavated material n exc 50 m and deposiiting will be measured and paid under [Item No 2.00 & 8.00,] of Sch A Part-I, respectively and [Item No 14.00] of Sch A Part-II respectively.

Supply, laying an testing cables XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aliminium conductor of size 4 core 16 sqmm complete all as specified and directed

Supply and fix 4 Poles MCCB 63 Amp, 50 Hz.415 V with rupturing capacity 16 KA complete all as specified and directed.

Supply and fix MCB SP 6 to 32 Amp, 50 Hz ,'C' Series 240 V with rupturing capacity 10 KA complete all as specified and directed.

Supply and fix MCB TP 40 Amp, 50 Hz , 240 V with rupturing capacity 10 KA complete all as specified and directed.

Supply and fix MCB DB TPN 4 way, having degree of protection as IP 43 with metal door( double door), 415 Volts with 200 Amps rated busbar complete all as specified and directed.

M & L Earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick, buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level, connected to galvanized earth lead wire 4.00mm dia as earthing lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No.3 connected to earthing test point all as specified or indicated including testing complete all as specified and directed.

M & L cutting the existing PP-R pipe 25 mm outer dia and inserting by providing Tee (25x25mm) for taking branch connection including screwing, excavation, earthwork etc complete all as specified and directed.

Supply & Lay pipe galvanized, Iron "Medium grade", including fittings of 25 mm bore complete all as specified and directed.

Supply and fix Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for GI pipe and fixed of size 25 mm bore pipe complete all as specified and directed.

Supply and laying un-reinforced precast concrete cable cover class LV, Type 2 flat size 250mm x 150mm x 40mm thick, concrete grade M-20 minimum complete all as specified and directed.

M/S Kartik Enterprises

Shree Ram Enterprises

M/S jvsr constructions

Rudra Construction

M/S NAGINENI RANGA RAO

M/s J.D. DESAI

pk janardhanan