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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹36.1 L+₹2,556 (0.07%)Rejected-AOC C O PULIN NARZARY W NO 5 RAIMONA P O RAIMONA P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | RAIMONA | KOKRAJHAR | ASSAM | 783360 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical C O LT MAAHANTA NARZARY W NO 5 TENGAPARA P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | PINKU NARZARY L2 | PIONEER ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding IS m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 17.31 | Cum | 286.85 ₹9,932.47 Lowest | 286.85 ₹9,932.47 Lowest |
| 2.00 | 11.2 : Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 91.27 | Sqm | 733.3 ₹1,33,856.58 Lowest | 733.3 ₹1,33,856.58 Lowest |
| 3.00 | 4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.27 | Cum | 6,833.4 ₹17,397.84 Lowest | 6,833.4 ₹17,397.84 Lowest |
| 4.00 | 5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4 Hot rolled deformed bars | 10.01 | Qtl | 8,965 ₹1,79,425.51 Lowest | 8,965 ₹1,79,425.51 Lowest |
| 5.00 | 5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars kg 88.95 | 2.93 | Kg | 8,895 ₹52,124.7 Lowest | 8,895 ₹52,124.7 Lowest |
| 6.00 | 5.9 : Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 3.96 | Sqm | 307.95 ₹2,438.96 Lowest | 307.95 ₹2,438.96 Lowest |
| 7.00 | 5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts | 64.33 | Sqm | 804.25 ₹1,03,474.81 Lowest | 804.25 ₹1,03,474.81 Lowest |
| 8.00 | 5.9.5 : Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 68.23 | Sqm | 608.35 ₹83,015.44 Lowest | 608.35 ₹83,015.44 Lowest |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 8.07 | Sqm | 766.55 ₹12,372.12 Lowest | 766.55 ₹12,372.12 Lowest |
| 10.00 | 5.1 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.69 | Cum | 8,364.2 ₹1,11,963.18 Lowest | 8,364.2 ₹1,11,963.18 Lowest |
Tender Value
₹36.1 L
EMD Value
₹72,143
Closing Date
10 Jul 2025, 2:00 pmClosed
EE, PWD(B AND NH), UB Dist. Territorial Bl
O/O The EE, PWD(B AND NH), UB Dist. Territorial Bldg Div
Construction of Staff Qtr. Of Bhakatpara State Dispensary under HFW Deptt. BTC under Udalguri District
2025_PWBNH_45246_1
TECH/U_BDTD/BLDG/IFB/2025-26
Open Tender
Civil Works - Building
Item Rate
180 days
Udalguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹730
₹72,143
Yes
O/O The EE, PWD(B AND NH), UB Dist. Territorial Bl
8 Dec 2025
1 Jul 2025
10 Jul 2025
1 Jul 2025
10 Jul 2025
1 Jul 2025
7 Jul 2025
Amount
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding IS m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
11.2 : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars
5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars kg 88.95
5.9 : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 : Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.1 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
2.27 : Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
4.10 : Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
6.13 : Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
10.14 : Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charg 10.14.3 Profile E 10.14.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
10.11 : Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
9.48 : Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding
10.16 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
12.65 : Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
12.66 : Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm)
12.59 : Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, ..... opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with: 12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process.
12.66 : Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm)
10.29 : Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
13.2 : 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
11.6 : Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
11.5 : 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
4.17 : aking plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
11.41 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.1 Size of Tile 500x500 mm
8.31 : Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
9.5 : Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters
10.30 : Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes
9.96 : Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1 300x16 mm
9.97 : Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 9.97.2 250x10 mm
9.100 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm
9.95 : Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.95.1 125x75x4 mm
13.41 : Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
13.43 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.44 : Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.48 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
13.48 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding IS m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
11.2 : Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22 : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars kg 88.95
5.9 : Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.5 : Lintels, beams, plinth beams, girders, bressumers and cantilevers
6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
5.1 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
13.7: 12 mm cement plaster finishing with a floating coat of neat cement of 13.7.1 1:3 (1 cement: 3 fine sand)
5.18 : Providing precast cement concrete Jali. 1:2:4 reinforced With 1.6 mm dia mild steel wire, including centering and shuttering etc 5.18.1 50 mm thick
17.44 : Providing and fixing single equal plain junction of required degree: 17.44.1 100 x100x 100mm 17.44.1.1 Sand cast iron S&S as per IS-1729
19.19 : Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. 19.19.2 MD-10 19.19.2.1 Square shape 450mm internal dimension
17.7A : Providing and fixing wash basin with CI brackets, 15mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings etc. (a) White Vitreous China Wash basin size 550x400 mm with a 15mm CP Brass single hole basin mixer.
17.10 : Providing fitting and fixing Stainless steel A ISI 304(18/8) kitchen sink as per IS: 13983 with brackets and Stainless steel plug 40 mm, including painting of fitting etc 17.10.1.3 510x1040 mm bowl depth 200 mm
17.1 : Providing and fixing water Closet squatting pan (Indian type W.C pan) with 100 mm sand cast iron P or S trap, 10 litre low level white P.V.C. flishing cistern, including flush pipe etc. 17.1.1 white Vitreous china Orissa pattern W.C. pan of size 580x440 mm with internal type foot rests.
17.35 : Providing and fixing soil, waste and vent pipes; 17.35.1 100 mm dia. 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
17.35.2 75 mm dia. 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729
17.38 : Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia. 17.38.1.1 Sand cast iron S&S pipe as per IS: 1729
17.47 : Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, boits and nuts complete. 17.47.1 100x100x75 mm dia. 17.47.1.1 Sand cast iron 3&S pipe as per IS: 1729
19.27 : Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 incl. 500x450mm pre-cast R.C.C. horizontal grating with frame complete. 19.27.1 With common burnt clay F.P.S. (non modular) brick of class designation 7.5
19.33 : Constructing soak pit 1.20x1.20x1.20 M filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
18.43 : Providing and placing in position filter of 40 mm diameter G.I. pipes with brass strainer of approved quality.
18.45 : Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.
49.00 : Providing of Tube Well platform with brick work, -LS-
1.10 : Wiring for light point/ fan point/exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core etc. as required. 1.10.1 Group A
1.10.2 Group B
10.14 : Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 x 2.5. sq. mm + 1 x 2.5 sq. mm earth wire
1.14.3 2 x 4 sq. mm + 1 x 4 sq. mm earth wire
1.14.4 2 x 6 sq. mm + 1 x 6sq. mm earth wire
1.24:- Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch
1.24.4 3 pin 5/6 socket outlet
1.25:- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
1.33:- Supplying and fixing 3 pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1.44:- Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required..
1.50: Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1 Upto 450 mm sweep
1.58 : Supplying and fixing PVC batten/angle holder including connections etc. as required.
2.3: Supplying and fixing following way, single pole and neutral, shee steel, MCB distribution board, 240 V, on surface/recess. complete with tinned copper bus, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.1 6 way, Double door
2.10: Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole
2.10.3 Double pole
Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2 40 A
5.2: Earthing with G.I. earth pipe 4.5 metre 12 long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.
5.7:- Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
7.1: Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.1.1 Upto 35 sq. mm
MR-1:- Supplying with including fitting fixing of Ceiling fan (1400mm) etc. As directed by the Deptt.
MR2:- Supplying including fitting fixing of 18 W Slim LED batten with polycarbonate round-shape diffuser. Grey end cap, housing is an ideal replacement solution for existing battens / fluorescent lamps with elegantly designed end caps etc. As required and directed by the Deptt.
MR3:- Supplying with including fitting fixing of ADORE LED PLUS 9 W/10W. E Etc. As directed by the Deptt.
MR4: Supplying with including fitting fixing of Exhaust Fan etc. As directed by the Deptt.
MR-5:- Supplying fitting fixing 1.1 KV gd aluminium conductor XLPE insulated armoured PVC outer sheeted conforming to IS-7098(pt-1)(1988 with latest amendment as applicable make "Mescab" (Considering 100 mt length.) 4.00 sq.mm 2 Core U.G Cable Considering 100 Mtr. Length
MR:-6-Sl. No. 496. Material code 200237 HSN Code. 9028 1 phase 2 wire whole current pre - payment energy meter 240V, 10-60 A Class 1.0 along with freedom unit and 10 m 4-core telephone wire.
MR-6- Payment to be made to the APDCL authority for land security.
PINKU NARZARY (BID ID -271538)
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