PROVISION OF RELIGIOUS BUILDING AT NAVAL STATION, KOCHI

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) as in all kinds of soils including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Earth work in excavation by mechanical means (Hydraulic excavator)means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) as in all kinds of soils including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5-upto 3.00m depth, as directed by Engineer-incharge

Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) as in all kinds of soil, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m all as specified and directed.

Returning, filling in soil including watering and well ramming in layers not exc 25 cm all as specified and directed

Removing excavated material exc. 50m but n exc. 500 m and depositing where directed by Engr-In- Charge

M & L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and directed.

M&L for 100mm thick hard core of broken stone of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface all as specified and directed.

M&L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundations, filling and mass concrete complete all as specified and directed

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter as in rough finished flat surfaces of concrete complete all as specified and directed

M & L for RCC M-30 Design mix concrete using 20 mm graded stone aggregate as in footings, foundation beams; plinth beams; bases for columns, etc. and mass concrete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished square, rectangular, or polygonal surfaces of concrete complete all as specified and directed

M & L for RCC M-30 Design mix concrete using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts all as specified and directed

Formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc for fair finished surfaces all as specified and directed

M&L for RCC M-30 Design mix concrete using 20mm graded stone aggregate as in lintel beam/copings all as specified and directed

M & L 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.

All as above item no.15 but 5mm dia an over upto including 10mm dia in stirrups, spacers and binders all as specified and directed.

M&L Pre-cast cement concrete block masonry, type C1 1:3:6 (20mm graded aggreagate) setting in cement mortar 1:6with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified and directed.

M&L for 15mm thk cement plaster with cement mortar 1:4 finished even and smooth with out using extra cement including WPC complete all as specified. (WPC will be paid seperately).

M & L for preparation of new plastered external wall surface and applying two coats of weather proof (Apex Ultima) paint over a coat of suitable primer over a coat of sealent base coat, complete all as specified and as directed by the Engineer-In-Charge.

M & L for preparation new wall surfaces and Priming plastered and other surfaces with alkali resistant priming primer on new plaster surfaces, preparatory to distempering & applying two coats of distemper oil emulsion white or tinted all as specified and directed by Engineer in charge

M&L rendering 10 mm thick plaster in CM (1:4) on concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

Supply only Liquid Water Proofing Compound complete all as specified and directed.

M&L for 75 mm thick cement concrete 1:4:8 type B1 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.

M&L for 25 mm thick cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in flooring complete all as specified and directed.

S&F 18-20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 15mm thick screed in CM 1:4 complete all as specified and directed.

Rounding to edges of stone slabs one edge, such as in window cills, platforms and other similar situations complete all as specified and directed.

M&L for light shade vitrified cermaic tiles 10mm thick square area of each tile n.exc. 0.36 Sqm in floors etc set and joint in neat cement slurry and pointed in white cement or coloured cement to match the shade laid over 15 mm thick screed in CM 1:6 complete all as specified and directed.

All as per item No:27 here-in-before but on vertical surfaces as skirting over 10mm thick rendering in cement mortar 1:4 complete all as specified and directed.

M&L for French polishing on surfaces of any description, width or girth including cleaning and preparing the surface including a coat of wood filler on new works with two or more coats complete all as specified and directed.

S&F MS work as in hold fast and similar small articles conforming to Fe-290, Gde E-165 complete all as specified and directed.

S&F 375 mm long Brass, sliding door bolt with sand or die-cast brass hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixed complete all as specified.

S&F steel work in tubular trusses ,rafters,purlins etc including special shaped washers, posts, purlins etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 complete all as specified and directed.

M& L for Damp proof course to horizontal or vertical surfaces including necessary formwork, 40mm thick, in cement concrete 1:2:4 type B0, applying evenly a tack coat of bitumen 85/25 at the rate of 1.2kg/sqm including cleaning surfaces and applying polythene film 150 micron laid over bitumen coating complete all as specified and as directed.

Preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coats of Anti corrosive Epoxy paint overatwocoat of Eopxy primer, over a coar of red oxide on steel surfaces complete all as specified and as directed.

M&L for mangalore pattern roof tiles, interlocking at side joints, laid dry complete all as specified and as directed.

M&L for ridge or hip tiles to suit mangalore pattern of roofing tiles, bedded and jointed in cement mortar 1:6 complete all as specified and as directed.

M&L for 15mm thk cement plaster with cement mortar 1:4 finished even and smooth with out using extra cement complete all as specified.

M & L for PCC 1:3:6 C-1 using 20mm graded stone aggregate as in coping including necessary formwork complete all as specified and as directed.

M & L for cement concrete 1:3:6 C2 using 40mm graded stone aggregate as in surface channels, benching and drains complete all as specified and as directed.

M&L for PCC 1:2:4, type B-1, using 20mm graded aggregate as in precast cover slabs complete all as specified and as directed.

M & L for concrete bed 1:4:8 type D2 using 40mm graded stone aggregate to drain pipes incl packing under and completely surrounding pipes with concrete after they are laid and tested for bore 150mm pipes complete all as specified and as directed.

Supply and fix on wall/concealed on wall high pressure CPVC pipes SDR-13.5 & plain CPVC SDR 11 fittings including all necessay fittings, solvents of size 25 mm dia complete all as specified and directed by Engineer-in-Charge.

S/F CPVC Ball Valve of size 25 mm dia suitable for CPVC pipe incl necessary fittings complete all as specified and directed by Engineer-in-Charge.

S/F CPVC Ball Valve of size 20 mm dia suitable for CPVC pipe incl necessary fittings complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of CP Bib cock short body with flange and nozzle for garden/ washing machine of size 15 mm including necessary fixing accessories with GI/ CPVC pipes and taking down old unserviceable tap of any make complete all as specified and as directed by the Engineer-in-Charge. (Make : Cera Model No. F2002153 or Prayag/ Jaquar)

S/F float valve synthetic(PVC) of size 25 mm dia high pressure with polythene ball of size 6" dia and flynut complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in replacement of Rotational mouldede polyethylene water storage tanks (cylinderical vertical with closed top) hoisted & fixed in position of capacity 500 liters including inlet, outlet, over flow wash out and Air pipe conncetions complete all as specified and directed by Engineer-in-Charge. Note: Three layered structure PVC tank to be installed with necessary connections.

M&L point wiring with 1.5 Sqmm PVC insulated unsheathed FRLSH multistranded single core copper conductor cable in PVC concealed conduit rigid non metallic ( ISI marked ) fixed concealed on wall /roof except beam, column and RCC roof with all accessories and sunken box of 1.6 mm thick and 60 mm depth pressed steel box factory made for mounting of switch, socket and fan regulator with modular frames covers including chase cutting and making good to the disturbed surface and matching to the existing finishes specifications incl 1.5 Sqmm PVC insulated copper conductor as earth continuity wire for the following:-

One light point controlled by one switch complete all as specified and as directed by Engineer-in-Charge.

One fan point / exhaust fan point controlled by one switch & regulator complete all as specified and as directed by Engineer-in-Charge.

One 5 pin 5 Amps Socket point controlled by one switch on same board complete all as specified and as directed by Engineer-in-Charge.

One 5 pin 5 Amps socket point controlled by one switch on independent board complete all as specified and as directed by Engineer-in-Charge.

All as per item No 58 above but with 2.5 Sqmm copper conductor including 2.5 Sqmm copper cable as earth wire for one 6 Pin 16 Amps Socket outlet on independent board complete all as specified and as directed by Engineer-in-Charge.

S&F modular switch 1 way 6 Amps,1 module complete all as specified and as directed by Engineer-in-Charge.

S & F Ceiling rose, 3 phase/PVC/ polycarbonate, isolated body complete all as specified and as directed by Engineer-in-Charge.

S & F socket modular 6 Amps and 2/3 pin combined 2 module complete all as specified and as directed by Engineer-in-Charge.

S & F Modular socket 6 A/16 A - 2/3 pin combined 2 module complete all as specified and as directed by Engineer-in-Charge.

S&F switch 15 A One way SP modualr type complete all as specified and as directed by Engineer-in-Charge.

Supply & fix Regal Batten for LED tube lights, both side connection type and LED tube rod 1 x 22 Watt, both side connection complete all as specified and as directed by Engineer-in-Charge. Make of batten : Havells Cat Part No. REGALBATTENT 8UPTO1X22WSSBSWH or Crompton/ Philips

S&F tube rods 1x20 Watt, both side connection complete all as specified and as directed by Engineer-in-Charge. Make : Havells Cat Part No. Crystal 1213T8DSTL20W LED 865 GLASS or Crompton / Philips

Supply & fix LED down lighter 1'x1' surface mounted, 18 W 240 volt, 120 Lumen/ Watt, complete all as specified and as directed by Engineer-in-Charge. Make Crompton Cat Part No. LCTLSNE-18-FO-CDL (1x1) or Philips/ Havells

Supply and fixing building security light made up of pressure die cast housing with toughened glass and high power LEDs with option of secondary optic with IP 66 protection of 36 Watt , 120 Lumen/ Watt, including complete all as specified and as directed by Engineer-in-Charge.all as specified and directed. Make : Crompton Cat Part No. LSTS-36-CDL-M or Philips / Luker

S&F energy efficient ceiling fan of 1200mm sweep 230 Volt 50 Hz including all electrical connection complete all as specified and as directed by Engineer-in-Charge. Make :- Havells Cat Part No. ES-40 or Crompton / Usha

S&F SPN sheet metal enclosure for DB 8 ways Double doorcomplete all as specified and as directed by Engineer-in-Charge.

S&F MCB 'B' Curve 32 Amp SPN ,240 Volts complete all as specified and as directed by Engineer-in-Charge.. Make L&T Cat Part No. BB20032B or equivalent manufacturers mentioned in list of manufacturers

S&F MCB 'B' Curve SP 6 To 32 Amp , 240 Volts, complete all as specified and as directed by Engineer-in-Charge. Make L&T Cat Part No. BB10060B to BB10320B or equivalent manufacturers mentioned in list of manufacturers

Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) on walls with clamps, saddles, screws etc for building security light of 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core complete all as specified and as directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft soil complete all as specified and directed by eng-in-charge

Supplying and laying reinforced precast concrete cable cover,Class LV, Type I, flat, size 250mm x 150mm x 40mm complete all as specified and directed by eng-in-charge

Supply, Fill, Spread and ramming / consolidation in layers, dry river sand in trenches for cushioning and covering of UG cables all as directed.

Removal of excavated soil to a distance not exc 50 mtrs and depositing where directed at a level not exc 1.5 mtr above the starting point all as directed.

M/L submain wiring with 2 single core 4 Sqmm PVC insulated unsheathed multistranded copper conductor cable 1100 volt grade drawn throgh and including PVC rigid conduit concealed wiring inculding necessary PVC conduit specials including chases cutting complete exceapt beam and RCC roof and one run of 4Sqmm PVC insulated unshearthed single core 1100 volts grade multistranded copper conductor cable as earth continuity conduto9r and connceting with suitable size thimble complete all as specified and as directed by Engineer-in-Charge. Note: two run of 4 sqmm size PVC cable , one run of 4 Sqmm size PVC cable as earth wire and one run of PVC conduit shall be measured as one unit length.

M&L earthing complete with galvanised steel earth plate electrode 60 cm x 60cm x6 mm thick, buried directly in ground (earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meters below normal ground level, connected to GI earth strip 25x4 mm upto length 7.5 mtr by means of bolts, nuts and washers of galvanised steel all as shown in electrical plate No. 3 connected to earthing test point complete all as specified and indicated including testing on completion. Note : The rate is deemed to be inclusive of the cost of complete earth work in any type of soil. PCC 1:3:6 type C-1 for chamber,RCC 1:2:4 type B1 for cover slab 50 mm thick, reinforcement 8 mm CTD bars @ 100 mm c/c both way, necessary form work, handle, charcoal dust 20mm dia GI med grade for watering and 40mm dia GI med grade earth lead protection pipes with funnel and wire mesh complete all as specified and as directed by Engineer-in-Charge.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished circular surfaces of concrete complete all as specified and directed

M&L Pre-cast cement concrete hollow block masonry, type C1 1:3:6 (16 mm graded aggregate) exc 10 cm in width & setting in cement mortar 1:6 complete all as specified & directed

M&L Walling of squared rubble, rectangular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified & directed

M&L Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of squared rubble walling, regular coursed, Secunderabad and Bangalore types, uncoursed or brought upto courses 20 mm deep in granite or trap stone complete all as specified and directed

M&L for flush pointing to squared rubble, coursed or uncoursed in CM 1:3 complete all as specified & directed

M&L for 50 mm thick cement concree 1:2:4 type B0 using 12.5 mm graded stone aggregate as in flooring complete all as specified and directed

S&F 1st class hard wood solid striaght chowkhats & door frames, rebated on the solid, rounded or chamferred put together with glue pinned at joints

S&F Ist class hard wood, 40 mm thick factory made door shutters plain framed, panelled shutter with lock rail and panel of 12 mm thick veneered water proof particle board the size of rails and stile as per IS-1003.

M&L for PCC 1:2:4 Type B0 using 12.5 mm graded stone aggregate as in coping & PCC for hold fasts etc and the like including necessary formwork

S&F for 150 mm size, Extruded brass handles, fabricated type polished complete all as specified

S&F for 125 mm size, Butt hinges, extruded brass, with mild steel hinge pin, bright polished and fixed complete all as specified

S&F for 200 mm long Brass barrel tower bolts, with cast or sheet barrel and rolled or cast bolts and fixed complete all as specified

S&F Framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde-E-165 with ornamentation & intricate design complete all as specified and directed

S&F Mild steel screw bolts (machine made), 11-15 mm thick dia of neck, with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed endto be fitted with washers and one hexagonal or square nut, exc 5 cm but n exc 10 cm long complete all as specified and directed

S&F 10-15 mm thick 20 cm wide II Class hardwood with ornamentation/intricate design etc and the like fixed with screws to frame complete all as specified and directed. Note for item No 1 to 84:- The contractor shall submit documents/drawing of proposed religious building considering the site condition/ constrains through Engineer-in-Charge for obtaining approval of user unit before commencement of work (Indicative sketch of proposed religious building as per Appendix A,B,C & D forming part of CA may be referred for guidance only). The work shall be executed complete all as specified in BOQ and as directed by GE/Engineer-in-Charge.

EXCEL ENGINEERING (BID ID -3172481)

M/s Antony Kallarakkal (BID ID -3166900)

REIGN CONSTRUCTIONS (BID ID -3165949)

SHAIJAL T M (BID ID -3172627)

MS BUILDERS (BID ID -3166943)

Bell Builders (BID ID -3172554)