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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹26.7 LAccepted-AOC 00 KIWADI SAFEDABAD BARABANKI BARABANKI UTTAR PRADESH 225001 | BARABANKI | UTTAR PRADESH | 225001 | L-1 | Accepted-AOC Deposited performance security money | |
| 2 | Rejected-Technical | - | Rejected-Technical Not Evaluated | |
| 3 | Rejected-Technical AT KARGALI BAZAR BERMO DIST BOKARO PIN NO 829104 JHARKHAND | BOKARO | JHARKHAND | 829104 | - | Rejected-Technical Not Evaluated |
Tender Value
₹24.6 L
EMD Value
₹30,800
Closing Date
30 May 2024, 11:00 amClosed
SO(EnM), BnK
GM Office, BnK Area, Bermo, Bokaro, Jharkhand
Making of three numbers sheds for stacking of materials such as cables old insulators fins of and other accessories of burnt transformer and defective switches transformer oils etc. with shifting of bus bar and overhead of Kargali Bazar and Dhori Pat
2024_CCL_308409_2
SO(EnM)/e-tender/24-25/06
Open Tender
Miscellaneous Works
Item Rate
30 days
MRSS
As per NIT
2 documents required · 2 mandatory
₹30,800
27 Jul 2024
18 May 2024
31 May 2024
18 May 2024
30 May 2024
20 May 2024
18 May 2024 - 25 May 2024
Amount
Point wiring in PVC Conduit with piano type switch: wiring for light for light point/Fan point / Exhaust fan point/call bell point with 1.5 Sq mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with piano type switch, Phenolic, laminated sheet suitable size M. S. Box and earthing the point with 1.5 Sq mm FR PVC insulated copper conductor single core cable etc. as required. (Group ‘A’) A) tube light – 10, B) bulb point - 8
Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required.
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts and surface/ recess. Complete with tinned copper busbar. Neutral busbar. Earth bar.din bar. Detachable gland plate, interconnections, phosphatixed and powder painted including earthling etc. as required with 4 Way SPN single door MCB.
Providing and fixing following capacity TP &N disconnect fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel Making connections, etc. as required. 32 AMP TP&N
Supply & Providing metal box of following sizes (Nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. (for main switch fitting )
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface recessed steel/PVC Conduit as required.2X 6 Sq.mm for service connection
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface recessed steel/PVC Conduit as required.2X 2.5 Sq.mm for service connection
Supply of 38/50mm outer dia aluminium bus-bar of 4mm thickness.
Supply and providing of post insulator 11KV grade.
Supply and providing of bus-bar support fixing on post insulator for bus-bar pipe 38/50mm aluminium bus-bar as required.
Supply and providing of Isolator Pad.
Supply and providing of aluminium TEE connection pipe to pipe of placing of bus-bar as per specification.
Supply and providing of 16mm x 150mm bolts & nuts with washers.
Supply and providing of M.S nut & bolt with washer 16mm x 125mm.
Supply and providing of aluminium straight joint.
Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required
Dismantling of old Bus-bar(changed its colour due to load) and stacking it.
Excavation of cable trench in hard rock not exceeds 1.5mtr in width and lift upto 1.5mtr including getting out the excavated soil and disposal of excavated soil as direct with a lead of 15mtr. (3’ x 2’ x 2’) x 2no
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X 6 mm (angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required
Supplying of two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) double pole cross arm for three wire 11KV over head line conductors complete with through bolts and nuts for clamping to the poles, 50 mm X 6 mm M.S. flats welded on one side to the channel iron and with bolts and nuts on the other side for tying the cross arms together, including drilling holes for insulator pins/ fittings, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required
Supply and providing of 50mm x 6mm copper flat for making of Z.( 11.55 x 3.04kg/mtr)
Fitting and fixing with fabrication of copper Z with jumpering.
Labour charge for fixing and commissioning of bus-bar 38/50mm outer dia aluminum bar of 4mm thickness.
Jumpering of primary and secondary side of AB switch.
supplying erection of galvanised stay set for 11KV over head lines complete with19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X7.5 mm thick , thimble, stay rod, clamps, turn buckle, (20 mm X 600 mm), 7/4.00 mm dia GI stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1cement:3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation including excavation and re-filling etc. as required.
Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation & refilling and secured with holding clamps, bolts, nuts etc as required.
Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.
Supplying and erection of 11 KV disc insulator for over head lines with galvanized insulator fittings, ball and socket type and complete with galvanized strain clamps, bolts, nuts, washers etc. as required.
Supplying and erection of a set of cross bracing FRLS work for 11 KV over head line double pole structure having four members fabricated out of 50 mm X 50 mm X 6 mm angle iron to form a rectangle of minimum size 1400 mm width X 2500 mm height, complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts and nuts etc (as per drawing) and painting with primer and finish paint as required
Dismantling of over head lines comprising of copper/aluminum over head conductor, G.I. wire, cross arms insulators etc as required.
Making of cable lead with copper lug.
Fabrication & Labour cost for Sl. no. 22 to 29 for Rs. 186078.00 including 15% overhead & profit.
Erection of structure for support and lying of bus-bar.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre open able length ( total length 90 m), having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 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. All kinds of soil.
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
Dry brick on edge flooring in required pattern with bricks of class designation 5.0 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
Providing and fixing pre coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand).
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime.
Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2mm and braced with flat iron diagonals 20 x 5mm size with top and bottom rail of T-iron 40 x 40 x 6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Total impact of GST for the purpose of CTC
M/S SHIV PARBATI ENTERPRISES
M/S CHHOTTANAGPUR SUPPLY AGENCY
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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