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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.9 LAccepted-Finance | ₹39.9 L | L-1 | Accepted-Finance Being L-1 |
| 2 | L-2₹40.8 LRejected-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹40.8 L | L-2 | Rejected-Finance Not Being L-1 |
| 3 | L-3₹41.0 LRejected-Finance | ₹41.0 L | L-3 | Rejected-Finance Not Being L-1 |
| 4 | L-4₹41.8 LRejected-Finance | ₹41.8 L | L-4 | Rejected-Finance Not Being L-1 |
| 5 | Rejected-Technical C O BASHIR AHMAD LAWAY ABI GUZAR SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Rejected-Technical NO IN WLR QE SEP 2025 of HQ CE NC |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L2 | M/S GHULAM MOHIUDDIN RATHER L3 | sofihydraullicworks L4 | JANDOO AND CO L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge. | 318.2 | Sqm | 50 ₹15,910 | 100 ₹31,820 | 200 ₹63,640 | 25 ₹7,955 |
| 2.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge. | 155.79 | Cum | 200 ₹31,158 | 200 ₹31,158 | 338 ₹52,657.02 | 268 ₹41,751.72 |
| 3.00 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 43 | Each | 150 ₹6,450 | 400 ₹17,200 | 320 ₹13,760 | 165 ₹7,095 |
| 4.00 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 8.85 | Cum | 5,000 ₹44,250 | 3,500 ₹30,975 | 6,500 ₹57,525 | 4,800 ₹42,480 |
| 5.00 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. | 5.45 | Cum | 5,000 ₹27,250 | 3,600 ₹19,620 | 6,800 ₹37,060 | 4,800 ₹26,160 |
| 6.00 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. | 3.57 | Cum | 6,000 ₹21,420 | 5,000 ₹17,850 | 9,850 ₹35,164.50 | 5,600 ₹19,992 |
| 7.00 | Material & Labour for Hardcore of broken stone or boulders ,gauge exceeding 63mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. | 4.77 | Cum | 600 ₹2,862 | 2,500 ₹11,925 | 2,400 ₹11,448 | 750 ₹3,577.50 |
| 8.00 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. | 24.3 | Cum | 700 ₹17,010 | 2,500 ₹60,750 | 3,000 ₹72,900 | 750 ₹18,225 |
| 9.00 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 6.11 | Cum | 3,000 ₹18,330 | 4,000 ₹24,440 | 6,400 ₹39,104 | 2,800 ₹17,108 |
| 10.00 | Material & Labour for 100mm thick plain cement concrete 1:3:6, Type C2 (using 40mm graded stone aggregates as in sub base of floor complete all as specified and as directed by Engineer-in-Charge. | 162 | Sqm | 200 ₹32,400 | 350 ₹56,700 | 650 ₹1.1 L | 275 ₹44,550 |
Updated dates
Tender Value
₹43.4 L
Closing Date
10 Mar 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN REVENUE WORKS AGAINST JOB NO 02 REV 12S 2025 2026 JOB NO 03 REV 12S 2025 2026 AND 13 REV VF 2025 2026 UNDER AGE BR P OF GE 861 EWS
2026_MES_751871_1
GE 861 EWS-70(T)/2025-26
Open Tender
Civil Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
Exempted
GE 861 EWS
4 Jun 2026
9 Feb 2026
12 Mar 2026
9 Feb 2026
10 Mar 2026
24 Feb 2026
12 Feb 2026
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge.
Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge.
Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Hardcore of broken stone or boulders ,gauge exceeding 63mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 100mm thick plain cement concrete 1:3:6, Type C2 (using 40mm graded stone aggregates as in sub base of floor complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 100mm thick plain cement concrete 1:2:4,Type B2 ,using 40mm graded stone aggregates as in sub base of floor complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in foundations, 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 Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Chajjas complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items.
Material & Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Mild steel TMT bars 5mm dia and over upto 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 Engineer-in-Charge.
Material & Labour for 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 on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge.
Material & Labour for mastic flooring is a bitumen mastic is made from a mix of fine aggregates, limestone dust, coarse aggregates, and a high viscosity grade of bitumen complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 75mm thick Plain Cement concrete 1:3:6, Type C-2, using 40mm graded stone aggregates as in plinth protection finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etccomplete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Rendering 15mm thick in Cement Mortar 1:4 using liquid waterproofing compound as per manufacturer instruction on fair faces of brick work or concrete surfaces of wall finished even and smooth with out using extra cement complete all as specified and as directed by Engineer-in-Charge. Note:- Liquid Water proofing compound shall be measured and paid separately under appropriate item of Schedule'A' BoQ.
Material & Labour for Rendering 15mm thick in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces of wall finished even and smooth with out using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Rendering 10mm thick in Cement Mortar 1:6 on fair faces of brick work or concrete surfaces of wall finsihed even and smooth with out using extra cement complete all as specified and as directed by Engineer-in-Charge.
Supply only Liquid water proofing compound complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for preparation of newely plastered surfaces of wall , with and including applying with two coats of cement based paint over with and including one coat of alkali resistent primer complete all as specified and as directed by Engineer-in-Charge.
Material & Labour preparation of newely plastered surfaces of wall, with and including applying three coats white wash complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing Mild Steel work as in framed roof trusses, purlins, rails and fristing incl distances pieces, cleats etc conforming to Fe 410 W (Gde - E250)Quality 'A' complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as specified complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing 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 as specified complete all as specified and directed by Engineer-in-Charge.
Material & Labour for preparation of newely steel surfaces of any description, over 10 cm in width or girth or otherwise described , with and including applying two coat of syntheic enamal paint over with and including one coat of red oxide zinc chrome primer complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in 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 Engineer-in-Charge.
Supply & Fixing Mild steel work as in tubular trusses and tubular post including special shaped washer etc.complete using ERW or induction butt welded tubes conforming IS:1161-1979 Grade St-240 complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in MS plates (plain or chequered) square cut or notched (forming holes with riveted,bolted welded attechment) Fe 410-w(Grade-E-250) quality-A complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in Mild Steel door including projecting type hinges, steel handle, complete, with glazing bars, dovetailed or welded complete all as specified and as directed by Engineer-in-Charge. Note: The weight of Mild steel door shall not be less than 45 Kg per Sqm with and including weight of hinges, steel handle,
Supply & Fixing stainless steel wire cloth 0.36 nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in Mild Steel Framed work Fe 410 -W (Gde- E- 250) quality- A , 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 all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-In-Charge.
Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge.
Material & Labour for 15mm thick rendering on fair faces of brick work or concrete surfaces of wall with cement mortar 1:6 surface even and smooth without using extra cement complete all as spefied and as directed by Engineer-in-Charge.
Material and labour for concealed Point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits), in new PVC conduit complete with and including 1.5 Sqmm two single core PVC insulated, multistranded, unsheathed, FRLSH copper conductor cable 1100 volt grade ISI Marked , drawn through with and including new PVC rigid conduit 20mm dia ( heavy duty ) ISI marked with valid CML No.(IS-9537-1983 for conduits and IS:3419:1976 for conduit accessories) with all new fittings and all accessories i.e pipe bend pipe hook, elbow,junction box, pressed steel powder coated sunken box of suitable size (min 60mm deep, suitable length and 1.2mm thick ) and flush fixed with cement mortar 1:4 , 3mm thick bakelite plastic laminated sheet for mounting with frame and top cover for switches 5Amp/6Amp , socket outlet 5Amp/6Amp and fan regulator, for light / fan point controlled by one way switch 5Amp / 6Amp, top cover fixed with brass screws & cup washers, with and including one single core 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor cable 1100 volt grade (ISI marked ) (as in green colour) as continues earth wire connected to earth dolly etc. with and including cutting chases (as required) and making good surfaces to match with adjoining surface complete all as specified and as directed by Engineer-in- charge . Notes for serial item nos. 47.00 to 50.00 : (i) switches one way 5 /6 Amp , switch socket combination 5 /6 Amp, and switch socket combination 15 /16 Amp shall be measured and paid seperately under respective items of Schedule'A' BoQ. (ii) The rate of cutting chases (as required) and making good surfaces to match with adjoining surface is included in this item and nothing shall be paid extra on this account. (iii) On RCC roof / ceiling PVC conduit shall be provided on surface with proper fixing clips as directed by Engineer-in- Charge.The rate of this element is included in this item and nothing shall be paid extra on this account.
All as per srl item No.47.00 here in before but for one 3 pin 5A socket outlet independent controlled by one switch complete all as spefied and as directed by Engineer-in-Charge.
All as per srl item No.47.00 here in before but but for one 3 pin 5A socket outlet on the same board controlled by one switch complete all as spefied and as directed by Engineer-in-Charge.
All as per srl item No.47.00 here in before but but for One 3 pin socket outlet, 15 Amps, independent, with cables 4 sq. mm size complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing switch piano flush type, 06 Amps single pole, one way complete all as specified & directed complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Switch socket combination 2 in 1, 3 pin, 6 Amp flush type universal complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing Switch socket combination 2 in 1 3 pin, 6/16 Amp flush type universal complete all as spefied and as directed by Engineer-in-Charge.
Supply & fixing lamp holder (Angular / Straight), insulated body, with back plate for batten fitting complete all as spefied and as directed by Engineer-in-Charge.
Supply and fixing LED lamp 9 W complete all as spefied and as directed by Engineer-in-Charge.
Supply & fixing of ceiling rose, 3 phase/PVC/polycarbonate isolated body complete all as spefied and as directed by Engineer-in-Charge.
Supply & Fixing decorative ultra slim linear LED 20 Watt 4' long lighting fixture with extruded al heat sink, environment friendly, energy efficient ready to use pack including LED tube complete with inbuilt electronic driver, PCB, connector block etc.complete all as per manufacturer's instructions with and including connecting up three copper flexible cable from ceiling rose to fittings including connecting up and fixed on including two nos PVC square box of required size complete all as spefied and as directed by Engineer-in-Charge. Notes: (a) Contractor has to furnish a replacement warranty of 02 years for LED Light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :- (i) Manufacturing defects. (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED Light fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account..
Supply and fixing LED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete with including suitable wire 2.5 sqmm copper conductor from junction box to light fitting in non metallic PVC conduit complete all as spefied and as directed by Engineer-in-Charge.Notes: (a) Contractor has to furnish a replacement warranty of 02 years for LED Light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :- (i) Manufacturing defects. (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED Light fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account..
Supply and fixing MCB, SP, AC, 240 volts "B" series capacity of 06 to 32 Amps, 10kA and making connections complete all as spefied and as directed by Engineer-in-Charge.
Supply & fixing MCB, SPN (single pole neutral), AC, 240 volts, B series capacity 32 Amps 10kA and making connections complete all as spefied and as directed by Engineer-in-Charge.
Supply and fixing sheet metal enclousers made out of CRCA mild steel sheet , IP-43 protection, flush mounted with metal door, powder coated DB SPN 8 way 230 V AC with 200 Amp rated copper bus bar, Double Door,08 modules, dust and vermin proof suitable for incorporation of MCBs / MCCBs/ Isolators etc.conforming to IS/IEC-61439-2:2011, BS-5484 complete all as specified and directed by Engineer-in-charge. Notes: (i)MCBs / MCCBs/ Isolators shall be measured and paid seperately under appropriate items. (ii) The rate of 200 Amps copper bus bar is included in this item and nothing shall be paid extra on this account.
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 10 Sqmm 2 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Material and Labour for earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6 mm thick burried directly in ground to depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel including GI protection pipe 15mm dia light grade upto the extent of 7.5 metre and connecting to earthing test point, main switch board including GI pipe 20 mm dia medium grade for watering, MS funnel and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting including PCC earth pit with PCC 1:2:4 type B-1 using 20mm graded stone aggregate and RCC pit cover including necessary earthwork and excavation in any type of soil complete all as specified as shown in electrical plate No 3 of SSR Part-I and testing on completion. Note:- (i) Earth continuity of GI wire 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
Supply and Fixing Mild steel work as in Framed brackets of angles or tees with web and flanges cut to shape, drilled and counter-sunk for screw, including bending and welding angles, as necessary,welding angles, as necessary,gusset plates, riveting, etc.. not exceeding 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as spefied and as directed by Engineer-in-Charge.
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 35 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 50 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 95 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 120 Sqmm 3.50 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 120 Sqmm 3.00 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply and Fixing Cable jointing kit for 1.1 KV (Earthed) grade cable for Out door heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 70 sqmm to 120 sqmm.(1.1KV I/O Joint kit complete all as spefied and as directed by Engineer-in-Charge.
Material & Labour required for shifting of LT Panel's any size as required on site after carefully disconneting of all electrical connections , carefully demolition of Old PPC platform and taking out carefully LTpanel from existing PCC platform and applying one coat red oxide zinc chrome primer , with and including two coat of Black Enamelled paint on old panel mounting steel bracket / Stand and Refixing at new site within 100 meter from old site after costructing new PPC platefrom as required on site making all nacessary Electrical connection by using proper size cable thimbles and cable glands and other minor repir work as required on site complete testing for smooth functioning complete all as spefied and as directed by Engineer-in-Charge. Note : (a) If any dammage in panel/components occered durring execution of wok the contractor must rectify the same without any extra cost. (b) Cost of all nacessary required tools and machinary shall be included in the quoted cost no extra cost shall be paid separately.
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