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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC DAKRA RANCHI PIN 829201 | CHATRA | JHARKHAND | 829201 | L1 | Accepted-AOC The L1 bidder is techno-commercially eligible and the rate quoted is reasonable and justified, which has been accepted by the Competent Authority, NK Area. | |
| 2 | L2₹4.5 L+₹3,038.14 (0.68%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical GIRIDIH AREA GIRIDIH | GIRIDIH | JHARKHAND | 815301 | - | Rejected-Technical Technically disqualified | |
| 4 | Rejected-Technical 4C 1 KESHAR VIHAR NEAR NSF INTER COLLEGE BALAJI PURAM SHAHGANJ AGRA 282010 | AGRA | UTTAR PRADESH | 282010 | - | Rejected-Technical Technically disqualified. |
Tender Value
₹4.1 L
EMD Value
₹5,100
Closing Date
13 Jan 2025, 5:00 pmClosed
SO EnM NK AREA
GM OFFICE, NK AREA
Relocation of 250 KVA, 11 KV/440V Transformer including dismantling of idle OH lines etc under GM Unit, NK Area
2025_CCL_324750_1
GM (NK)/EnM/e-NIT/2024-25/ 195
Open Tender
Electrical and Maintenance Works
Item Rate
30 days
GM Unit, NK Area
As per NIT
2 documents required · 2 mandatory
₹5,100
21 Feb 2025
2 Jan 2025
14 Jan 2025
3 Jan 2025
13 Jan 2025
3 Jan 2025
3 Jan 2025 - 9 Jan 2025
Amount
Dismantling of over head lines comprising of copper/ aluminum over head conductor, G.I. wire, cross arms, insulators etc. as required.
Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required.
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 11.00 metre and upto 13.00 metre
Supplying and erection of stay set complete (galvanized) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, bow tightener, 7/ 3.15 mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 4 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required
Erection of angle iron/ channel iron cross arm on wood/ RCC/ PCC/ steel tubular/ rail pole etc. as required
Supplying and erection of 75 mm X 90 mm shackle insulator with G. I. Bolt, nuts and straps etc. as required.
Supplying and erection of 100 mm X 65 mm pin insulator complete with G. I. Spindle and nuts etc. as required.
Erection of LV/MV shackle/pin insulator etc. as required
Erection of ACSR conductor of 7/3.35 mm to 7/4.00 diameter and above including binding etc. as required.
Supplying of 8 / 6 SWG G.I. wire
Erection of cradle guard as required.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.
Cleaning painting of pole with Aluminum paint post applying red oxide zinc chromate primer
Earthing with G.I. earth pipe 4.5 metre 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.
Supply & fixing of 11 kv 630 A GOBA Switch
Labour cost of item no 17
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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.
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Total impact of GST for the purpose of CTC
M/S Ashish Construction (BID ID -1114242)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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