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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 CrAccepted-AOC NO 15 B 2ND FLOOR 4TH CROSS T ASHWATHNARAYANA ROAD THIMMAIAH NAGARA YELAHANKA BANGALORE 560 064 | BANGALORE | BANGALORE | KARNATAKA | 560064 | ₹13.2 Cr | L1 | Accepted-AOC Accepted being the Lowest |
| 2 | L2₹13.6 CrRejected-AOC | ₹13.6 Cr | L2 | Rejected-AOC Rejected not being Lowest |
| 3 | L3₹14.0 CrRejected-AOC | ₹14.0 Cr | L3 | Rejected-AOC Rejected not being Lowest |
| 4 | L4₹14.2 CrRejected-AOC BRICHGUNJ JUNGLIGHAT PO SRI VIJAYA PURAM 744103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹14.2 Cr | L4 | Rejected-AOC Rejected not being Lowest |
| 5 | L5₹14.3 CrRejected-AOC BLDG NO 22 2079 COAST GUARD ROAD NEAR COAST GUARD FAMILY ACCOMMODATION MUNDAMVELI PO PALLURUTHY VII ERNAKULAM 682 507 | ERNAKULAM | ERNAKULAM | KERALA | 682507 | ₹14.3 Cr | L5 | Rejected-AOC Rejected not being Lowest |
Tender Value
₹15.5 Cr
EMD Value
₹11.0 L
Closing Date
13 Nov 2021, 6:00 pmClosed
Chief Engineer Navy Visakhapatnam
Chief Engineer (Navy) Visakhapatnam Station Road Visakhapatnam-530 004
ADDITIONS and ALTERATIONS TO PERIMETER ROAD AND WALL WITH LIGHTING AT RS P AND INS KATTABOMMAN
2021_MES_472266_1
CA NO.CE (NAVY)/VIZ/TOKEN/ OF 2021-22
Open Tender
Civil Works - Roads
365 days
INS Kattabomman
Please refer Tender documents.
12 documents required · 12 mandatory
₹3,000
Garrison Engineer Tirunelveli
₹11.0 L
Chief Engineer Navy Visakhapatnam
13 Dec 2021
2 Sept 2021
15 Nov 2021
2 Sept 2021
13 Nov 2021
8 Nov 2021
16 Sept 2021
Amount
Demolition of plain cement concrete of any description and in any position not otherwise specifically provided for including removing and depositing out side of MD land complete all as specified and as directed by the Engineer-in-Charge.
Dismantling of wrought iron or mild steel work of any description not otherwise provided as in MS post including fencing over security wall complete all as specified and as directed by the Engineer-in-Charge.
Dismantling posts or struts (Wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by the Engineer-in-Charge.
Surface dressing n. exc. 15cm deep in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
Excavation over areas n. exc. 1.50m in depth and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches exc. 1.50m but n. exc. 3.00m wide and n. exc. 1.50m in depth and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
M&L forming embankments including raising (or lowering) approved soils, spreading in layers n. exc. 30cm thick, watering, ramming/rolling and finishing to required size, shape etc. by compacting the filled soils to optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent; n. exc. 1.5m high from base complete all as specified and as directed by the Engineer-in-Charge.
M&L sand filling under floors or in foundation including watering and consolidation etc. complete all as specified and as directed by the Engineer-in-Charge.
M&L moorum/red bajri filling in floors or pavings, laid in layers n. exc. 15cm thick, spread, levelled and blineded with earth and rammed including watering complete all as specified and as directed by the Engineer-in-Charge.
Returning filling including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and as directed by the Engineer-in-Charge.
Removal of excavated soils to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
Removal of excavated soils to a distance.exc. 50m but n. exc. 100m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
Removal of excavated soils to a distance.exc. 250m but n. exc. 500m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
Add to Item No.14 above for each additional 500m or part thereof beyond 500m and up to a total distance of 1.5 Km complete all as specified and as directed by the Engineer-in-Charge.
M&L Plain Cement Concrete 1:4:8, type D2 (Using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L Plain Cement Concrete 1:3:6, type C2 (Using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L Plain Cement Concrete 1:2:4, type B2 (Using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete as in bedding and haunching for RCC hume pipes complete all as specified and as directed by the Engineer-in-Charge.
M&L Plain Cement Concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, kerbs etc. complete all as specified and as directed by the Engineer-in-Charge.
M&L RCC M-30 as in foundation including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L RCC M-30 as in columns, pillars, piers, posts and struts etc. complete all as specified and as directed by the Engineer-in-Charge.
M&L RCC M-30 using 20mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and as directed by the Engineer-in-Charge.
M&L continuous fly ash brick edging with width equal to the width of brick laid dry vertically complete all as specified and as directed by the Engineer-in-Charge.
M&L walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L boulder pitching, hand packed tightly and grouted with CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
Use and waste formwork to sides of concrete, foundations, footing, bases of columns, raft and raft beams, sides of soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.
Use and waste form work to sides of pillars, post, struts, columns and stanchions flat rough finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge.
Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
M&L high strength corrosion resistant, 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 complete all as specified and as directed by the Engineer-in-Charge.
M&L high strength corrosion resistant, TMT bars, grade Fe-500 D, 5mm dia. and over up to and including 10mm dia. in stirrups, spacers and binders, 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 complete all as specified and as directed by the Engineer-in-Charge.
M&L mild steel joist, channel, angle, or tee sections as in brackets including drilling holes, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) for fixing concertina coil using steel Fe 410-W (Gde-E-250) quality A complete all as specified and as directed by the Engineer-in-Charge.
S&F mild steel 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 complete all as specified and as directed by the Engineer-in-Charge.
S&F galvanized 2 strand, steel barbed wire 2.24mm dia. barbed with 2mm dia. barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts including secuiring or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and as as directed by the Engineer-in-Charge. Note: Each line of wire will be measured.
M&L 4mm dia. plain mild steel wire, galvanised, Class 3, in fencing including straining and fixing to steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Each line of wire will be measured.
S&F GI concertina coil 1050mm dia. made of high tensile wire of 2.50mm having a strength of 165 Kg/Sq.m. and the razor barb tape of 0.52mm thick with barb width of 12mm and length of 10mm and weight 43.47 gm/Mtr., coated with zinc 120gsm/Sq.m. having 50 loops with 5 clips per loop and giving a coverage of approx 9 to 10m per coil complete all as specified and as directed by the Engineer-in-Charge.
M&L 100mm thick Plain Cement Concrete, 1:3:6 type C2 (Using 40mm graded crushed stone aggregates) as in sub floors, sub base etc. finished fair and even to receive the topping layers complete all as specified and as directed by the Engineer-in-Charge.
M&L 10mm thick plastering on surfaces of PCC bed plates in CM 1:4 and surface finished even and smooth (without using extra cement) complete all as specified and as directed by the Engineer-in-Charge.
M&L flush pointing to random rubble masonary, uncoursed or brought up to courses in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of new plastered/concrete surfaces of walls and applying two coats of weather proof exterior emulsion paint over one coat of exterior primer complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of new or previously untreated steel surfaces exc. 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and as directed by the Engineer-in-Charge.
M&L Reinforced Concrete pipes, 600mm bore of pipe, class NP3 laid and jointed with collars complete all as specified and as as directed by the Engineer-in-Charge.
Rolling and consolidation of formation surfaces in cutting with capacity 8 to 12 tonnes power roller complete all as specified and as directed by the Engineer-in-Charge.
M&L 150mm spread thickness granular sub base with broken granite stone interstices filled formed and rolled and consolidated to required gradient and camber complete all as specified and as directed by the Engineer-in-Charge.
M&L 200mm spread thickness granular sub base with broken granite stone interstices filled formed and rolled and consolidated to required gradient and camber complete all as specified and as directed by the Engineer-in-Charge.
M&L 150mm thick (Compacted thickness) wet mix macadam (WMM) laid in two layers of 75mm thick each compacted separately with mechanical paver rolled consolidated to required gradient and camber as specified complete all as specified and as as directed by the Engineer-in-Charge.
M&L 250mm thick (Compacted thickness) wet mix macadam (WMM) laid in two layers of 150mm & 100mm thick compacted separately with mechanical paver rolled consolidated to required gradient and camber as specified complete all as specified and as directed by the Engineer-in-Charge.
Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally forming the cleaned surface with gunny bags to remove all loose dirt etc. for unsurfaced Wet Mix Macadam complete all as specified and as directed by the Engineer-in-Charge.
Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally forming the cleaned surface with gunny bags to remove all loose dirt etc. for Black Top Surfaces complete all as specified and as directed by the Engineer-in-Charge.
M&L applying evenly a priming/tack coat with bituminous primer @ 10 Kg/10 Sq.m. with paving bitumen complete all as specified and as directed by the Engineer-in-Charge.
M&L applying evenly a priming/tack coat with bituminous primer @ 5 Kg/10 Sq.m. with paving bitumen complete all as specified and as directed by the Engineer-in-Charge.
M&L bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix (Paving bitumen), leveled, rolled and compacted to required camber and gradient using mechanical pavers complete all as specified and as directed by the Engineer-in-Charge.
M&L premix bituminous macadam (Consolidated thickness 75mm or less) @ 4% binder content by weight of total mix (Paving bitumen), leveled, rolled and compacted to required camber and gradient using mechanical pavers complete all as specified and as directed by the Engineer-in-Charge.
M&L moorum/red bajri filling in berms 100mm spread thickness including spread rolled and consolidated to gradient and camber complete all as specified and as directed by the Engineer-in-Charge.
M&L painting lines, dashes, arrows, letters etc. on roads surface with hot applied retro reflective thermoplastic paint confirming to MORTH (Clause 803.40) all as specified with 30% glass beads type-I, by weight, using special applicator machine with heating arrangement up to 160oC, including cleaning & drying the road surfaces to ensure dust, oil, grease & moisture free surface before applying paint complete all as specified and as directed by the Engineer-in-Charge.
M&L Polythene Film (Transparent colour) in single layer of 400 micron thickness, virgin quality as per ASTM D2103/IS 2508 laid over sand layer with side and ends overlapping not less than 300mm all as approved by GE, complete all as specified and as directed by the Engineer-in-Charge. Notes: (a) Measurement shall be taken for net area and unit rate quoted shall be deemed to include for overlapping. (b) Sand layer will be measured and paid separately under relevant item.
M&L Cement Concrete (PQC) work as in pavement/hard standing of flexural strength 40 Kg/S.cm. in field using 400 kg of cement per Cu.m., thickness of concrete 25 cm or less complete all as specified and as directed by the Engineer-in-Charge.
M&L forming 12mm thick expansion joints in 150m thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'B' complete all as specified and as directed by the Engineer-in-Charge.
M&L forming contraction (dummy) joints 65mm deep x 10cm wide, filled with sealing compound Grade 'B' complete all as specified and as as directed by the Engineer-in-Charge.
Supply and installation of stainless steel SIGNAGE BOARD of size 1500x600 made of 2mm thick sheet with and including retro reflective sheet fixed to 1500mm long stainless steel pole as per site requirement complete all as specified and as as directed by the Engineer-in-Charge. Model: JP-SS-Sign of Jayashri Polymers, Chennai or equivalent in 3M/Dark Eye/Greenlite/Automat/Trafitronics.
Supply and installation of stainless steel SIGNAGE BOARD of size 600mmx400mm made of 2mm thick sheet with and including retro reflective sheet fixed to 1500mm long stainless steel pole as per site requirement complete all as specified and as directed by the Engineer-in-Charge. Model: P-SS-Sign of Jayashri Polymers, Chennai or equivalent in 3M/Dark Eye/Greenlite/Automat/Trafitronics
S&F dual directional reflective road stud of size 100mmx100x 20mm, aluminium alloy die casted, dynamically designed, very high impact strength fitted with 2 Nos. of highly reflectors complete all as specified and as directed by the Engineer-in-Charge.
S&F stainless steel round pipe delineator with reflective tape of model OS-803, fixing in PCC 1:2:4 type B1 of size 300x300x 450mm including excavation, returning filling and removal of surplus soil complete all as specified and as directed by the Engineer-in-Charge.
Supply, laying and testing cable of size 150 Sq.mm. 3½ core XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and as as directed by the Engineer-in-Charge.
Supply, laying and testing cable of size 120 Sq.mm. 3½ core XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and as directed by the Engineer-in-Charge.
Supply, laying and testing cable of size 70 Sq.mm. 3½ core XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and as directed by the Engineer-in-Charge.
Supply, laying and testing cable of size 50 Sq.mm. 3½ core XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and as directed by the Engineer-in-Charge.
Supply, laying and testing cable of size 10 Sq.mm. 4 core XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and as directed by the Engineer-in-Charge.
S&F cast iron oval shaped LT cable route/cable joint/cable loop indicator of size 130mmx200mmx6mm thick with letters embossed, and fixed with 1000mm long MS angle iron 25x25x 5mm including connected earth work and excavation as in post holes in any type of soil providing PCC 1:3:6 type C1 of size 500x500x400mm (Using 20mm graded stone aggregate) to hold the angle iron (By putting the split end of angle iron in to the concrete) up to ground level and painting the exposed iron surface with grey colour over one coat of primer etc. complete all as specified and as directed by the Engineer-in-Charge.
S&F LED street light 45 watts energy saving and environmental friendly long life made of pressure die cast housing with high power LED as lighting source and lens embedded PC cover having top opening separate driver compartment with IPO-66 protection and impact resistance of IK07 complete all as specified and as directed by the Engineer-in-Charge. Make: Havells Cat Part No.ENDURAPEARLNEOSL45WLED 757SASYTOPC or equivalent with financial and technical specification of Bajaj/Crompton/Philips/Havells
S&F LED street light 60 Watts energy saving and environmental friendly long life made of pressure die cast housing with high power LED as lighting source and lens embedded PC cover having top opening separate driver compartment with IPO-66 protection and impact resistance of IK07 with 10 KV built-in surge protection devise complete all as specified and as directed by the Engineer-in-Charge. Make: Havells Cat Part No.ENDURAPEARLMAGNUMSL90W LED757PASYTOTG or equivalent with financial and technical specification of Bajaj/Crompton/Philips/Havells
S&F 40mm dia. light grade GI tube bracket of length 1.5m bend to required shape including MS clamp made out of 30x6mm MS flat iron and fix on steel tubular poles with necessary GI bolts, nuts and washers 2 sets for each fittings including taking down the existing GI tube bracket complete all as specified and as directed by the Engineer-in-Charge.
Supply installation, commissioning and testing of factory made out door LT distribution panel board cubical type floor mounted CPRI approved of size 1.20mx1.40mx0.60m fabricated out of MS sheet 3.15mm thick and angle iron 50mmx50mmx6mm frame complete with alluminium bus bar 4 wire 3 Phase 400 Amps capacity mounted on porcelain insulator suitably spaced in totally enclosed chamber size of PVC insulated and sheathed copper cable complete including powder coated painting both internally and externally with two coats of synthetic enamel grey paint over one coat of red oxide primer comprising of the following complete all as specified and as directed by the Engineer-in-Charge: Main panel (a) MCCB (Microprocessor Type) 4 Pole 63 to 100 Amp, 50 Hz, 415 Volts with rupturing capacity 25 KA as incomer-01 No. (b) MCCB TPN 4 Pole 12 to 63 Amp, 50 Hz, 415 Volts with rupturing capacity 35 KA as Outgoing-06 Nos. (c) LED indicating lamp RYB-Set of Three-01 No. (d) LED Multifunction meter with CT-01 No. (e) Timer switch with contactor-01 No.
S&F in repairs, mini feeder pillar box of size 500x500x300mm IP 66 protected made out of MS sheet for out door installations fixed on MS equal angle of size 50x50x5mm, 1.2m long 4 Nos. with aluminium bus bar 100 Amps 4 Pole including 63 Amps MCCB and PCC 1:2:4 type B1 of size 450x300x300mm complete all as specified and as directed by the Engineer-in-Charge:
Supply and installation of copper wound transformer step down, 63 KVA outdoor ONAN type class A insulation complete with standard fittings, HT, 11 KV, 3 Phase, 50 Hz, LT 0.433 Volts, 4 wire with off load tappings on HT side to vary secondary voltage within limit, 2 sec short circuit thermal with stand time 4.5% impedance at 75 degree with stand time, total losses @ 50% load at rated voltage, porcelain type bushing Voltage Rating 17.5 KV Current Rating 250 Amps, Reference standard IS 2099 & IS 3347, core and winding 1550, reference standard IS 1180 & IS:2026 conventional type of transformer tank with HV and LV cable end box all as specified as per manufacturer layout and directed, conforming to IS 1180-2014, Level 2 and including stone masonry base of size 2x2x1.8m H type construction 2 Nos., MS angle iron of size 100x100x6mm thick 1.8m long with locking arrangements for mounting outdoor transformer complete all as specified and as directed by the Engineer-in-Charge. Make: Indian Transformers and Electricals Pvt. Ltd./ABB/Ariva/ Seimens/BHEL
Supply and erect steel tubular swaged poles complete with cast iron base plate finial tapper plug bolts nuts and screws as specified type 410 SP-55 (11 meter long) complete all as specified and as directed by the Engineer-in-Charge.
Supply and erect steel tubular swaged poles complete with cast iron base plate finial tapper plug bolts nuts and screws as specified type 410 SP-31 (9 meter long) complete all as specified and as directed by the Engineer-in-Charge.
M&L for aluminium conductor steel reinforced on 11/1.1 KV over head line complete all as specified and as as directed by the Engineer-in-Charge.
S&F lightning arrestor expulsion type HT 11 KV complete with all fittings, transmission class discharge capacity 65 KA complete all as specified and as as directed by the Engineer-in-Charge.
S&F HT 11 KV out door type gang operated air break switch triple pole mechanically operated on insulators and steel frame with operating mechanism worked from ground level for current rating upto 200 Amps horizontal mounting type with drop out fuse having 12 insulators complete all as specified and as as directed by the Engineer-in-Charge.
M&L stay assembly of 20mm dia. stay rod complete with accessories as shown in electrical plate No.1 complete all as specified and as directed by the Engineer-in-Charge. Note: Loop type insulator, stay clamps, excavation and concrete will be measured separately.
M&L stay assembly of 16mm dia. stay rod complete with accessories as shown in electrical plate No.1 complete all as specified and as directed by the Engineer-in-Charge. Note: Loop type insulator, stay clamps, excavation and concrete will be measured separately.
M&L galvanised iron stay strand of size 7/4mm complete all as specified and as directed by the Engineer-in-Charge.
M&L for cradles hexagonal/rectangular fabricated with galvanised steel wire 3.15mm or 4mm dia. complete all as specified and as directed by the Engineer-in-Charge.
M&L for weather proof flat twin core cable 1.5 Sq.mm. for light fitting connections complete all as specified and as directed by the Engineer-in-Charge.
M&L cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and as directed by the Engineer-in-Charge.
M&L pin type porcelain insulator, vitreous, 150mm height, 150mm dia. for 11000 Volts grade/post insulator for AB Switch, white, brown or green, including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut complete all as specified and as directed by the Engineer-in-Charge.
M&L pin type porcelain insulator, vitreous, 100mm height, 65mm dia. for 1100 Volts grade, white, brown or green including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut complete all as specified and as directed by the Engineer-in-Charge.
M&L disc type porcelain insulator, vitreous, 145mm high and 255mm dia. ball and socket type, white, brown or green two-in series' assembly for tension with tension clamps for conductors, working pressure 11000 Volts complete all as specified and as directed by the Engineer-in-Charge.
M&L loop type porcelain insulator, vitreous, white, brown or green large size, with overall dimensions 140mm, clearance of hole 25.5mm, for 1100 Volts grade complete all as specified and as directed by the Engineer-in-Charge.
M&L loop type porcelain insulator, vitreous, white, brown or green small size, with overall dimensions 65x90mm, clearance of hole 16mm, for 1100 Volts grade complete all as specified and as directed by the Engineer-in-Charge.
M&L shackle type, porcelain insulator, vitreous, 75mm long and 90 mm dia., white, brown or green, 1100 Volts including galvanised mild steel straps, washers, insulator bolts, washers and nuts complete all as specified and as directed by the Engineer-in-Charge.
M&L earthing complete with GI plate electrode 60cmxx60cmx 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, connected to GI wire 4mm dia. by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No.3 of SSR Part-I connected to earhing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C1 as in pit, 20mm dia. GI pipe medium grade for watering pipe, 15mm bore GI light grade earth lead protection pipe, and 50mm thick RCC cover slab with handle, reinforced with 10mm dia. bars in both the directions, funnel, strainer, charcoal and testing on completion all as specified and as directed by the Engineer-in-Charge. Note: Rate quoted deemed to be included GI protection pipe, funnel, excavation and earth work, in any type of soil with PCC type C1 in bed and pit complete all as specified and as directed.
M&L boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150mm dia. suitable for 0.4 mpa working pressure complete all as specified and as directed by the Engineer-in-Charge.
Supply and lay 100mm dia. GI pipe light grade including all fittings complete all as specified and as directed by the Engineer-in-Charge.
Supply, spreading and compacting of approved river sand in cable ducts/trenches for cable cushion on both top and bottom of cable, including ramming complete all as specified and as as directed by the Engineer-in-Charge. Note: Punned thickness only will be measured.
Supply and lay common burnt clay bricks of sub class 'B', standard size for cable protection in trenches complete all as specified and as directed by the Engineer-in-Charge.
BALAJI MATRIX HOLDINGS
M/s N CH PULLA RAO
Jas & Co
FUTURE ONE FACILITY MANAGEMENT
C R R CONSTRUCTIONS
SRINIVAS INFRASTRUCTURE PRIVATE LIMITED
SUMA ENCON PROJECTS PRIVATE LIMITED
SVS PROJECTS
grgprojects
NSC Projects Pvt. Ltd.
Powertech Engineers
Venkateswara Electricals
SLC PROJECTS Pvt Ltd
Sowrya Constructions
K KUMAR RAJA PROJECTS P LIMITED
CH.VEERARAGHAVULU CONSTRUCTION PVT LTD
RVR PROJECTS PRIVATE LIMITED
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