Provn of 4.3KM Perimeter Wall Around FASF, Mand at Kapurthala Military Station

Amount

Note: (i) Please refer Schedule 'A' Notes given on serial page No. 22 to 24 of tender documents.

LIST OF WORKS FOR PERIMETER WALL WORKS

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth, for foundations etc or manholes, cesspits etc or laying of cable not exceeding 10 sqm on plan in soft/loose soil and getting out in complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, n exc 1.5 metres wide and exc 1.5 metres but not exceeding 3.00 metres in depth, for foundations etc or manholes, cesspits etc or laying of cable not exceeding 10 sqm on plan in soft/loose soil and getting out in complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete (1:4:8) using , type D-2 (using 40mm graded crushed stone aggregate ) as in foundation filling, mass concrete and foundations of poles etc including necessary form work etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for form work to sides of concrete foundations, footings, bases of columns and simillar works, rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for form work to sides of pillars, posts, struts, piers, columns and stanchions, square or rectangular for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for form work to sides and soffits of plinth beams, lintel beams, roof beams and simillar works for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors or slabs not exc 20 cms in width and sides of RCC/ PCC bands in walls, horizontal or sloping and simillar works exc 10 cms but not exc 20 cms in width complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-25 (Design Mix) as in foundations, including raft footings, foundation plinth beams, bases of columns and the like complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-25 (Design Mix) as in beams, cantilevers, bressummers, lintels over 1.5 metres span complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-25 (Design Mix) as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.

Material and labour for TMT bars 10 mm dia and over dia and cut to lenght bent to shape required incl cranking bending spirally for hooping for column hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia. complete all as specified by Engineer-in-Charge.

All as per Serial Item No 13.00 above but 5 mm dia and over upto 10 mm dia as in stirrups, spacers and binders complete all as specified by Engineer-in-Charge.

Material and labour for brick work with fly ash bricks (old size bricks) straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Material and labour for roughcast plaster over 10mm thick under coat on fair faces of brick work in CM 1:3 complete all as specified and directed by Engineer-in-Charge. Note:- (i) Rates quoted shall be inclusive of provn/ providing grooves (horizontally & vertically) of size 25mmx12mm all as shown on Drawing and as specified. (ii) Rates quoted shall be inclussive of under coat (10mm thick). (iii) Trowel groove of size 25mmx12mm shall be provided at the juction of wall and RCC column of beam and the cost there to shall be deemed to be included in unit rates quoted by contractor.

Material and labour for roughcast plaster over 10mm thick under coat on other than fair faces of brick surfaces in CM 1:3 complete all as specified and directed by Engineer-in-Charge. Note:- (i) Rates quoted shall be inclusive of provn/ providing grooves (horizontally & vertically) of size 25mmx12mm all as shown on Drawing and as specified. (ii) Rates quoted shall be inclussive of under coat (10mm thick). (iii) Trowel groove of size 25mmx12mm shall be provided at the juction of wall and RCC column of beam and the cost there to shall be deemed to be included in unit rates quoted by contractor.

Material and labour for 5mm thick rendering on brick or concrete surfaces in CM 1:3 finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Material and labour for preparation of new plastered or unplastered wall surfaces and applying two coats of cement base paint over and including a priming coat complete all as specified and directed by Engineer-in-charge.

Supply and fixing MS work such as angle iron, post, flat iron in fencing including cutting tops and making double swan neck i.e. 'V' neck and including welding with proper overlapping, drilling holes, notching for wire etc embeded in concrete fixed vertically, conforming to Fe-290, Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire staple or steel pins (Each line of wire to be measured) complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new steel surfaces of any description, not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

Material and labour for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls (security wall) complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete as all as specified and directed by Engineer-in-Charge.

Supply and fixing framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc., complete, drilled for fixing of steel sheeting or other covering, doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete conforming to Fe-290, Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of 0.63mm thick plain, galvanised mild steel sheeting in ridges, hips, valley gutters drip security wall complete joint and straight flashing with grade of Zinc coating 275gms/ sqm all as specified and directed by Engineer-in-Charge.

Dismantling fencing wire mesh, barbed wire any type complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embeded portion in concrete, brick work, masonry etc. and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embeded portion in natural ground and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone/boulders masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars etc. and rubbish materials remove from site all as specified and directed by Engineer-in-Charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed by Engineer-in-Charge.

Dismantling of existing old ACSR conductors, any size, from existing LT poles at area where UG cables are to be laid, by unwinding the binding wire from insulators including disconnecting from the existing system, all as directed by Engineer-in-Charge.

Dismantling/taking down of insulators of any type/size from LT poles complete all as directed by Engineer-in-Charge.

Dismantling and taking out old existing deshaped LT PCC poles of any size from foundation by providing JCB/ Hydra machine or suitable T&P with proper safety arrangements, complete all as specified and directed by Engineer-in-Charge.

Dismantling of existing old cross arms etc made of mild steel channel, angle iron, flat iron, back plates, nuts, bolts, washers etc complete all as specified and directed by Engineer-in-Charge.

Supplying, filling in trenches, spreading, leveling sand cushioning 8 cm below cable and 15 cm above the cable punned down to 10 cm for under ground cable complete all as specified & directed . Note : Punned down sand will be considered for measurement complete all as specified and directed by Engineer-in-Charge.

Material and labour for Protection to cable with one layer of new bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks complete all as specified and directed by Engineer-in-Charge.

Supply and lay in trenches/under roads/crossings are fixed to wall/pole, GI tubing light grade of following sizes for protection of UG cables :- (a) 80 mm dia Note : Payment for excavation and earth work shall be paid for separately under relevant items of Schedule.

All as per Serial Item No 39.00 above but 50 mm dia complete all as specified and directed by Engineer-in-Charge.

Supply and laying in trenches/through pipes or bare in road crossings/paths/drains/ducts/floors/along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 1100 Volts grade of following cross sectional area all as specified and directed by the Engr-in-Charge :- (a) 120 Sqmm 3.5 core

All as per Serial Item No 41.00 above but 95 Sqmm 3.5 core complete all as specified and directed by Engineer-in-Charge.

All as per Serial Item No 41.00 above but 70 Sqmm 3.5 core complete all as specified and directed by Engineer-in-Charge.

All as per Serial Item No 41.00 above but 25 Sqmm 4 core complete all as specified and directed by Engineer-in-Charge.

Supply and fixing LED street light fitting 70 Watt 230 V AC Raptor NEO street lights aero dynamically designed for weather conditions with excellent thermal management made with high pressure die cast housing with toughened glass and high power LEDs with secondery optical and IP 66 protection efficiency > 110LPW 10KV SPD included ,complete all as specified and directed by Engineer-in-Charge. Make-Crompton Cat part No TRP-409-70-57-SL-GL-NSG or equivalent as specified in Appendix 'B-1'

Supply, erecting hot dip galvanized steel octagonal pole 7.0 meter long, minimum galvanization 65 microns, top dia 70mm, bottom dia 130/135mm, sheet thickness 3mm & door opening of size 80mm x 500mm above from GL having suitable provn of cable connector, MCB to avoid any short circuit, incl one number MCB SP 6 Amp incl with base plate of size 220mmx220mmx12mm thickness min with 04 Nos hole, incl J type foundation bolts of size 20mm dia x 600mm length-04 Nos with nuts and incl hot dip galvanized single arm bracket 1000mm overhang on one side to fit one light fittings with 48.3mm outer dia, 3.2mm thick pipe suitable for top portion of pole complete with any type of complete, including excavation work in any type of strata, RCC foundation with reinforcement, any form work complete as per deptt. approved drawing provided by contractor from pole manufacturer considering SBC 10T/Sqm and incl provn of 2 Nos PVC pipe of suitable size to pass cable complete all as specified and directed by Engineer-in-Charge. Make- Bajaj/ Crompton/ Havells.

Material and labour for PCC (1:2:4) type B-1 using 20 mm graded stone aggregates as in coping of poles complete all as specified and directed by Engineer-in-Charge.

Supply Install , testing and commissioning LT Distribution Panel (CPRI Approved) cubicle type IP-56 , Outdoor type conforming to IS 61439, factory fabricated made out of 3mm thick CRCA sheet outer & 2mm thick CRCA sheet inner of suitable size to accommodate all accessories / fittings compartmentalized in construction to accommodate the incoming MCCB and TPN bus bars and outgoing feeders . The TPN bus bars shall be insulated with colour coated heat shringable sleeve and shall be mounted on DMC/ epoxy insulator . The incoming as well as outgoing MCCBs shall have extersion links of current carrying cap not less than 1.5 times the rated capacity of individual feeders. The extension links shall be supported on DMC/ Epoxy insulators having provision for termination of incoming and outgoing cables. All extension links/ interconnections shall colour coated sleeves. The cubicle shall have frame work, bottom & 45 CM long 4 legs of size 50 x50 x 6mm angle iron , grouted in PCC 1:3:6 as directed by Engr-in-Charge . A detacheable gland plate of thickness not less than 3 mm thick should be used at the bottom for entry of armoured cable of adequate size compression glands, the panel shall be painting with powder coated finish with RAL 7032 SIEMENS GRAY Structure after seven tank phosphating treatment , front & back opening type, and fixing 2 Nos danger notice plate with letter , figures and conventional skull bones in signal red colour and fixed front & back door to LT Panel with voltage and danger indicated in Hindi and English with double door shutter and shall have lourvers and airvent gasket for natural flow of air Neoprene adhesive type gasket shall be used to make panel vermin proof and comprising of following . Note:- (i) LT Panel board should be as per IS/ IEC 61439 Part-I & II Type test certificates for 4000 Amps with Breaking capacity not less than 65KA. Panel builder should submit all certificate before the Drawings approval. (ii) Platform for the feeder pillar board with PCC 1:2:4 15 Cm thick in foundation, Brick (Sub Class B) work in CM 1:6 ,rendering 1:6 on exposed surfaces and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grouting legs of panel . The platform shall be of 600 mm height above ground level and minimum 400 mm below the ground level. Note. Rate for the same included in the quoted rate.

Supply Install , testing and commissioning LT Distribution Panel (CPRI Approved) cubicle type IP-56 , Outdoor type conforming to IS 61439, factory fabricated made out of 3mm thick CRCA sheet outer & 2mm thick CRCA sheet inner of suitable size to accommodate all accessories / fittings compartmentalized in construction to accommodate the incoming MCCB and TPN bus bars and outgoing feeders . The TPN bus bars shall be insulated with colour coated heat shringable sleeve and shall be mounted on DMC/ epoxy insulator . The incoming as well as outgoing MCCBs shall have extersion links of current carrying cap not less than 1.5 times the rated capacity of individual feeders. The extension links shall be supported on DMC/ Epoxy insulators having provision for termination of incoming and outgoing cables. All extension links/ interconnections shall colour coated sleeves. The cubicle shall have frame work, bottom & 45 CM long 4 legs of size 50 x50 x 6mm angle iron , grouted in PCC 1:3:6 as directed by Engr-in-Charge . A detacheable gland plate of thickness not less than 3 mm thick should be used at the bottom for entry of armoured cable of adequate size compression glands, the panel shall be painting with powder coated finish with RAL 7032 SIEMENS GRAY Structure after seven tank phosphating treatment , front & back opening type, and fixing 2 Nos danger notice plate with letter , figures and conventional skull bones in signal red colour and fixed front & back door to LT Panel with voltage and danger indicated in Hindi and English with double door shutter and shall have lourvers and airvent gasket for natural flow of air Neoprene adhesive type gasket shall be used to make panel vermin proof and comprising of following:- Note:- (i) LT Panel board should be as per IS/ IEC 61439 Part-I & II Type test certificates for 4000 Amps with Breaking capacity not less than 65KA. Panel builder should submit all certificate before the Drawings approval. (ii) Platform for the feeder pillar board with PCC 1:2:4 15 Cm thick in foundation, Brick (Sub Class B) work in CM 1:6 ,rendering 1:6 on exposed surfaces and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grouting legs of panel . The platform shall be of 600 mm height above ground level and minimum 400 mm below the ground level. Note. Rate for the same included in the quoted rate.

Material and labour for earthing complete with galvanized iron steel earth plate electrode 600x600x6mm 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 1.50 metres below normal ground level, earth plate surrounded from all sides by 15cm thick packed layers of charcoal dust and common salt filling in alternate layers alround, top & bottom and electrode connection by using galvanized iron earth strip 32x6mm connected to GI earth plate electrode by means of bolts, nuts check nuts and washers made of galvanized iron or steel and thimbles complete with GI pipe light grade 15mm bore for watering with funnel and wire mesh, GI light grade 40mm bore protection pipe for drawing in earth lead wire, PCC chamber in PCC 1:2:4, type B-1 with angle iron 25x25x3mm frame work and pre-cast RCC cover in RCC 1:2:4, type B-1, cover reinforced with 8mm dia TMT bars @150mm c/c both ways and 12mm dia MS fabricated handle, bronze test point etc complete all as shown in electrical plate No 3 of MES Standard Schedule of Rates (Part-I) of 2009 (specifications) including necessary excavation and earth work in any type of soil, returning filling and removal of soil to a distance not exc 50 metres and testing on completion complete all as specified and directed by Engineer-in-Charge.

Material and labour for earthing complete with galvanized iron steel earth plate electrode 600x600x6mm 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 1.50 metres below normal ground level, GI earth plate surrounded from all sides by 15 cm thick packed layers of charcoal dust and common salt filling in alternate layers alround, top & bottom and electrode connection by using galvanized iron earth lead wire 4.0mm dia (8 SWG) connected to earth plate electrode by means of bolts, nuts check nuts and washers made of galvanized iron or steel and thimbles complete with GI pipe light grade 15mm bore for watering with funnel and wire mesh, GI light grade 20mm bore protection pipe for drawing in earth lead wire, PCC chamber in PCC 1:2:4, type B-1 with angle iron 25x25x3mm frame work and pre-cast RCC cover in RCC 1:2:4, type B-1, cover reinforced with 8mm dia TMT bars @150mm c/c both ways and 12mm dia MS fabricated handle, bronze test point etc complete all as shown in electrical plate No 3 of MES Standard Schedule of Rates (Part-I) of 2009 (specifications) including necessary excavation and earth work in any type of soil, returning filling and removal of soil to a distance not exc 50 metres and testing on completion complete all as specified and directed by Engineer-in-Charge. Notes for Srl Item No. 50 & 51:- (a) The unit rate shall include for GI protection pipe, GI water pipe, wire mesh, funnel and excavation, RCC pit cover, test point, galvanised iron wire/ strip with protection pipe from top of earth plate upto 5.0 metres above ground level and if GI protection pipe is less than 5.0 metres, no price adjustment shall be made. (b) PCC pit shall be provided at least 50cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthing work is not found satisfactory then the contractor shall do another earthing work at his own cost and nothing shall be permissible on this account. (d) Earthing work will be carried out in presence of MES representative.

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