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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC 1 5 UPSIDC MARKET MAIN GATE MATHURA REFINERY REFINERY MAIN GATE MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | L1 | Accepted-AOC LOWEST AND REASONABLE | |
| 2 | L2₹13.7 L+₹16,593.12 (1.23%)Rejected-Finance R O BHARDA KALAN P O TEH AKHNOOR PIN 181201 DISTT JAMMU J K | JAMMU | JAMMU AND KASHMIR | 181201 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹14.7 L+₹1.2 L (8.62%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹14.6 L+₹1.1 L (8.42%)Rejected-Finance | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹18.7 L+₹5.2 L (38.3%)Rejected-Finance | L5 | Rejected-Finance Other than lowest |
Tender Value
₹22.1 L
EMD Value
₹44,200
Closing Date
13 Jul 2024, 6:00 pmClosed
GE SOUTH AKHNOOR
GE SOUTH AKHNOOR, PIN-181201
PROVN OF AREA DRAIANGE SYSTEM, PATHWAY WITH INTERLOCKING TILES, PROVN OF ADDDN/ALTN AND REPAIR OF COOK HOUSE (T-12) AT PALLANWALA UNDER GE (SOUTH) AKHNOOR
2024_MES_659938_1
GES/AKH-08/2024-25
Open Tender
Civil Works
Item Rate
180 days
PALLANWALA
AS PER NIT
9 documents required · 9 mandatory
₹500
GE SOUTH AKHNOOR
₹44,200
17 Sept 2024
14 Jun 2024
15 Jul 2024
14 Jun 2024
13 Jul 2024
21 Jun 2024
Amount
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-In-Charge.
Demolition of cement concrete (unreinforced) concrete in ground floors and paving n-exc 15cm thickness ( below or above ground floors.) complete all as specified and as directed by engineer in charge.
Surface excavation not exceeding (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed by Engineer-In-Charge.
Machine pressed precast conctete interlocking paver block glossy finished any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid over and including 30mm thick well rammed sand cushion laid over and including sub base of 75mm thick of plain cement concrete M-5 (1:5:10), type E-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.
Non-skid, coloured, ceramic tiles 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6 etc, complete all as specified and as directed by Engineer-In-Charge.
Non-skid, joint free, coloured, ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, set and fixing in skirting/ dado or any other vertical surfaces and pointed in white or coloured cement to match and including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed.
Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 50mm thick, as in plinth protection and providing the joints throughout the thickness, filled with mastic filling comprising bitumen 85/25 grade and sand mixture 1:3 by weight, complete all as specified and as directed by Engineer-In-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding but not backing removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by engineer in charge.
M&L for coloured Glazed ceramic tiles joint free in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.
Granite (of any type) work (table rubbed and polished), 15-18mm thick, as 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, complete all as specified and as directed by Engineer-In-Charge.
Plain cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregate), nominal mix, 40mm thick, as in floors, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-In-Charge.
M&L Makrana white marble work (of any type) work (table rubbed and polished), 18-20mm thick, as in steps, jambs, pillars, window-cills, cooking platforms and like in 20mm thick screed bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of markrana, complete all as specified and as directed by Engineer-In-Charge.
Machine cut kota stone slab, (minimum size shall be 550x550mm), flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, and including laid over screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.
Machine cut kota stone slab, (size shall in one length), 18-20mm thick, as in riser of steps, skirting, dado and pillar, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, and including laid over screed bed or back plastering layer of mortar 15mm thick in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.
Taking up or down steel tubing of 15mm bore pipe and connections, including cleaning for re-fixing or removal to store, complete all as specified and as directed.
Tubes, 'medium grade' galvanised, 15mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed. Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.
Sinks with drainage board made of stainless steel 1.0mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mmx460mm bowl size 410mmx330mmx160mm, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.
Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area not exceeding 1.50 Sqm each, complete all as specified.
Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each, complete all as specified.
Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 125x60mm, complete all as specified and as directed by Engineer-In-Charge.
Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 105x60mm, complete all as specified and as directed by Engineer-In-Charge.
Plain cement concrete M-10(1:3:6), type C-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates and in hold fasts or filling in hollow of steel frame, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.
Plain cement concrete Nominal Mix (1:2:4) M-15, type B-1 (using 20mm graded crushed stone aggregate), nominal mix, as in kerb stone, coping, complete all as specified and as directed by Engineer-In-Charge.
Factory made, 35mm thick, second class hardwood, plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats, complete all as specified and as directed by Engineer-In-Charge.
Glazed and skeleton shutters in second class hardwood, 35mm thick, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); supplied and fitted to chowkhats including 0.56mm nominal dia of wire cloth with average width of aperature 1.18mm fitted with staples etc, complete all as specified and as directed.
Factory made steel window/Ventilator, box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and plain sheet glass 3.0mm thick, 4mm thick frosted glass, jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD-1517/15, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of window shall include all members and spare parts as elaborated in the Drwaing and in the specifications and nothing shall be paid extra seperately.
Aluminium handles, cast type, anodised, size 150mm, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.
Aluminium anodised, barrel tower bolts of extruded Section, size 150mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.
Mild steel, 300mm, ordinary rat tail rod pattern springs including roller and roller plate, complete all as specified and as directed by Engineer-In-Charge.
Aluminium alloy, anodised, sliding door bolt, size 300mm, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.
Floor door stopper of cover plate 140mm, aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, complete all as specified and as directed by Engineer-In-Charge.
Curtain rod, 20mm dia, mild steel, fancy type, any colour coated, pvc layered with fixing and including end knobs, fixing brackets, stops, round rings to hold the curtain, fixing in repairs with wall plugs and screws, complete all as specified and as directed by Engineer-In-Charge.
Preparation of new or previously untreated wood or wooden surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and as directed by Engineer-In-Charge.
Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.
M&L for preparation of old painted steel surfaces of any description not other wise described over 10cm width or girth and applying one coat (finishing coat) of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge
Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-In-Charge.
Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.
Description all as per serial item No- 37.00 here-in-before but except bricks .
Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed by Engineer-In-Charge.
Rendering 15mm thick, on any surface of brick or concrete surfaces, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.
Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra lime or cement), complete all as specified and as directed by Engineer-In-Charge.
Preparation of new plastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whitening, preparatory to distempering, after making surface smooth with 3mm thick birla white wall care putty, complete all as specified and as directed by Engineer-In-Charge.
Preparation of new plastered surfaces of walls and applying1mm thick birla white wall care putty on internal walls, complete all as specified and as directed by Engineer-In-Charge.
Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint over a coat of primer, complete all as specified and as directed.
Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of walls including complete removal of existing treatment, making surface even and filling weather proof putty in small holes, cavities, cracks and applying two coat of distemper oil emulsion, complete all as specified and as directed by Engineer-In-Charge.
M &L for preparation of old surfaces of walls plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement paint, complete all as specified and as directed by Engineer-In-Charge.
PVC (SWR) floor trap of 75mm dia outlet, plain with grating including jointing with solvent cement, complete all as specified and as directed by Engineer-In-Charge.
Construction of soakage well of size 1.8 mtrs dia and 3.0 mtrs in depth , below inlet pipe level (Depth from Pipe to Ground Level 45CM), excavation in any type of soil including plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates) in foundation and honeycombed brick masonry in cement mortar 1:4 and reinforced cement concrete cover slab, M-25, (Design Mix) (using 20mm graded crushed stone aggregates), complete all as specified and as shown in drawing. Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07.
PVC (SWR) pipes, 75mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, fixed on wall or laid in trenches with mild steel/ PVC clamps, fixing in repairs, complete all as specified and as directed.
Bib taps, long body, cast copper alloy, chromium plated, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 15mm bore pipe, fixing in repairs, complete all as specified and as directed.
Rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-In-Charge.
Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including any pattern roof coverings, complete all as specified and directed by Engineer-In-Charge.
Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering, fixed with self tapping screws as specified, complete all as specified and as directed by Engineer-In-Charge.
Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-In-Charge.
Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-In-Charge.
Supply and fixing ceiling board 4.0mm thick, designer, in ceiling fixed as per manufacturer’s instructions, including powder coated galvanised iron snap grid frame work of main and tee (weight not less than 240gm/Rm), angle (weight not less than 217 gm/Rm), grid size 595x595mm, for false ceiling all as specified, including suspender wire of size 4.0mm dia of galvanised iron adjusting level fixed to roof slabs by means of ceilling cleats made out of galvanised iron wire of 4.0mm dia, length as required at site incl hooks, fastners, plate etc as required and as directed, complete all as specified and as directed by Engineer-In-Charge.
Excavation in trenches n exc 1.5 metre wide & n. exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes/cable/pipe line etc n. exc 10 Sqm on plan n. exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.
Returning filling in incl spreading watering and well ramming in layers in hard/dense soil each not exceeding 25cm thick complete all as specified.
Removing excavated materials/ soils, to a distance not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge.
Plain cement concrete M-5 (1:5:10), type E-2 (using 40mm graded crushed stone aggregate), 100mm thick, as in sub base of floors, finish even to recive floor finishes, complete all as specified and as directed by Engineer-In-Charge.
Plain cement concrete M-10(1:3:6), type C-2, (using 40mm graded crushed stone aggregate), nominal mix in surface channels and drains, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.
Extra for forming fair finished drain or channel 30 Cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-In-Charge.
Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc., complete all as specified and as directed by Engineer-In-Charge.
Point wiring (in new concealed conduits to surfaces), modular type for one light/ fan/ bell point controlled by one switch with 1.50 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting grooves in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including steel modular boxes, of minimum thickness 1.20mm modular cover plates of module and colour as directed and including FRLS PVC green insulated unsheathed 1.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of steel modular boxes, modular cover plates, blank plates and different types of modules including anti-corrosive screws shall be deemed included in quoted rate.
Description all as per serial item No- 65.00 here-in-before but for one 3- pin, 5-Amps, socket outlet on same board.
Description all as per serial item No- 65.00 here in before but for one 3-pin socket outlet 5-Amps on the independent board.
Point wiring (in new concealed conduits to surfaces), modular type, for 3/6-pin, 15 Amps, socket outlet on independent board with 2.50 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, FRLS, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting grooves in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including steel modular boxes, of minimum thickness 1.20mm modular cover plates of module and colour as directed and including FRLS PVC green insulated unsheathed 2.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of steel modular boxes, modular cover plates, blank plates and different types of modules including anti-corrosive screws shall be deemed included in quoted rate.
Modular switch piano, single pole, one way, 5/10 Amps, 1/2 module complete all as specified and as directed by Engineer-In-Charge.
Modular switch 1 way 16A, 1/2 module 240 Volts, complete all as specified and directed by Engineer-In-Charge.
Shuttered Socket outlet modular type, 6A -5 pin combined 2 module, 240 Volts, complete all as specified and directed by Engineer-In-Charge.
Shuttered Socket outlet modular type, 6/16A -6 pin combined 2 module, 240 Volts, complete all as specified and directed by Engineer-In-Charge.
Ceiling rose, three phase/ PVC/ polycarbonate, isolated body, complete all as specified and as directed by Engineer-In-Charge.
S&F in replacement of 4 feet highly engineered plastic body suitable with fully diffused diffuser for general lighting in areas. The luminaire should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 2000 nominal lumens and an outstanding solution efficacy of atleast 100 lumen/watt and maximum system wattage of 20 Watts. The electronic driver used shall have a power factor >0.95 and THD <20% with 4 KV internal surge protection. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection, complete all as specified and as directed by Engineer-In-Charge. Make : Havells cat part No LUMILINE PLUS PRO BATTEN, MODEL NO LUMILINEPLUSPROBS20WLED865SPCSSIND or Equivalent makes in Crompton/Philips/Benlo/HPL. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.
S&F in replacement of old of high-quality integrated LED Street Light with a minimum system lumen of 6600 Lm and system wattage not exceeding 60W with a nominal efficiency 110 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI >70. The housing should be of made up of pressure die cast aluminium housing with high efficiency LED as lighting source and lens with Toughned Glass having Bottom Opening seperate driver compartment with IP66 protection and impact resistance of IK07 to with stand extreme environments with PF > 0.95. Lifetime of 50K hours @L70.The Ingress protection should be minimum IP 66 with an IK rating of 07. The Luminaire should have 4KV internal 10KV external surge protection in the Luminaire.Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection , complete all as specified. Make : Havells model No ENDURA SUNBEAM Cat Part No ENDURASUNBEAMSL60WLED757SASYTOPC or Equivalent in Benlo/HPL/Crompton. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.
S&F in replacement of Sheet metal enclosures for Single Pole and Neutral distribution boxes with double door glazed for incorporating MCBs, IP-43, 12-way with 200 amps rated busbar, 240 volts, as per IS-8623, complete all as specified and as directed by Engineer-In-Charge.
S&F in replacement of MCB, single pole, 6 to 32 Amps, 240 Volts, 50 Hz, including necessary incoming and outgoing electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.
S&F in replacement of MCB, Single Pole and Neutral, 6-32 Amps (up to), 240 volts, 50 Hz, 'C' curve including necessary incoming and outgoing electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.
S&F in replacement of Exhaust fan, mettalic, sweep 450mm, superior rating for energy saving, mettalic blades, copper wounded motor with 1400 RPM, complete all as specified and as directed by Engineer-In-Charge. Make: Havells Model No Turbo Force or Equivalent in Crompton Greaves/Orient Electric energy star
Supply, laying commissioning, testing in replacement of XLPE LT cable 1100 volts grade of size 10 Sqmm 2 core armoured, PVC sheathed with aluminium conductor heavy duty laid in trenches/fixing on wall in PVC conduit pipe with the help of clamp/shadels, under road crossing through protection pipe etc after taking out existing under ground cable complete all as specified and directed.
Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cm thick, complete all as specified and directed by Engineer-In-Charge. Note: Punned thickness shall be measured.
Sub class ‘B’ bricks, modular size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning for mechanical protection of cable, with width equal to the length of the brick, complete all as specified and directed by Engineer-In-Charge.
S&F in replacement of Earthing complete with galvanised steel earth plate electrode 60 cm x 60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level. connecting to the GI wire 4 mm dia by means of bolls, nuts, check nuts and washers of galvanised iron and earth wire protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 02 Nos and handle of 6mm dia MS bar made to shape, GI medium grade 20mm bore pipe for watering , perforated at bottom. 1.75 metre long placed on top edge of earth plate. charcoal and common salt filling with fixing arrangement, funnel wire mesh and earth work in soft soil returning filling in and removal of surplus soil to a distance not exceeding 50 meters all as per electrical plate 3 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI wire of size 4 mm dia with protection pipe of 15mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates reduced by (-20)%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.
S&F in replacement of old House service bracket for mounting light fittings, any type complete with 1.50mtr long galvanised iron pipe 40mm dia medium grade, bent to required shape including mild steel clamps of flat iron 40x6mm, hook, stay, nut, bolt and washer including painting with two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed by Engineer-In-Charge.
Amount of Schedule of credit of for Rs 78,361.50 shall be deducted from quoted amount.
M/S JEEVAN LAL SHARMA
KRISHNA BUILDERS
Nitika electricals and engineers works
CHOPRA CONSTRUCTIONS
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