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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.6 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹42.1 L+₹48,000 (1.15%)Rejected-AOC MAHABHAIRAB PO TEZPUR DISTT SONITPUR ASSAM PIN 784 001 | SONITPUR | ASSAM | 784001 | L2 | Rejected-AOC Become L2 | |
| 3 | L3₹42.3 L+₹72,110 (1.73%)Rejected-AOC | L3 | Rejected-AOC Become L3 | |
| 4 | L4₹43.0 L+₹1.4 L (3.38%)Rejected-AOC C O MALAY DUTTA MADHYAPARA OPP DARRANG COLLEGE GIRLS HOSTEL P O TEZPUR DISTT SONITPUR ASSAM 784 001 | SONITPUR | ASSAM | 784001 | L4 | Rejected-AOC Become L4 | |
| 5 | L5₹43.2 L+₹1.6 L (3.79%)Rejected-AOC | L5 | Rejected-AOC Become L5 |
Tender Value
Refer Docs
EMD Value
₹86,240
Closing Date
24 Aug 2021, 6:00 pmClosed
GE South Tezpur
GE South Tezpur Mission Chariali Tezpur
PROVISION OF THREE x GUN SHEDS CONNECTED WITH EACH OTHER (12 x 5 MTR) WITH THREE PHASE ELECTRIC CONNECTION TO ACCN 06 x U L/70 GUN OF 322 AD REGT AT MISA CAMP UNDER GE (S) TEZPUR
2021_MES_464926_1
8595
Open Tender
Civil Works
Item Rate
180 days
GE South Tezpur
As per NIT
4 documents required · 4 mandatory
₹500
Yes
GE South Tezpur
₹86,240
Yes
10 Sept 2021
3 Aug 2021
26 Aug 2021
3 Aug 2021
24 Aug 2021
17 Aug 2021
Amount
Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed by Engineer-in-charge.
Excacation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge.
M&L for sand filling under floor or in foundation incl watering and consolidation complete all as specified and directed by Engineer-in-charge.
M&L PCC (1:4:8) type D-2 using 40 mm graded stone agg as in fdn filling mass complete all as specified and directed by Engineer-in-charge.
M&L for RCC M-25(Design Mix) ( 20 mm graded agg) as in foundation, base for column , plinth beam etc complete all as specified and directed
M&L for RCC M-25(Design Mix) ( 20 mm graded agg) as in column, post etc complete all as specified and directed
M&L for RCC M-25(Design Mix) (20mm gradded agg) as Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed
Use & waste of form work of the side of the concrete foundation, footing, base of column rough finished flat surface.complete all as specified and directed by Engineer-in-charge.
Use & waste of form work to the side of the column , rough finished flat surface area.complete all as specified and directed by Engineer-in-charge.
Use & waste of formwork to side and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, verhangs etc also plays between floors and beams etc.complete all as specified and directed by Engineer-in-charge.
S&F 10mm dia and over TMT bars as in reinforcement cut to length bent to shape etc as required incl binding with MS wire annealed not less than 0.90 m dia.complete all as specified and directed by Engineer-in-charge.
All as per item No-11 above but 8 mm dia and over upto including 10 m dia in stirrups, spacers and bincer etc.
S&F for roof trusses framed, trussed, (beam, tee, angle, channel, tupes, pipes etc) including distance pieces, cleats Fe-410W (Gde-E-250quality A)
M & L framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc, n.exc 10Kg each brackets, conforming to 290 Gde-E-165(Brackets over 10 Kg each to be measured under "Structural Steel " complete all as specified and directed by Engineer-in-charge.
S&F Mild steel Framed work such as door or gates of angle or other section, 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, and similar work Fe 410 -W (Gde- E- 250) Quality 'A'complete all as specified and directed by Engineer-in-charge.
S & F 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.complete all as specified and directed by Engineer-in-charge.
All as per item no. 16 above but plain in ridges complete all as specifed and directed.
M&L preparation of new steel surfaces and apply two coats of synthetic enamelled paint over a coat of red oxide primer over 10cm width or girth.complete all as specified and directed by Engineer-in-charge.
M&L brick work using sub class B brick (old size) curved or straight in plan exc 6 mtr mean radius in cm (1:6).complete all as specified and directed by Engineer-in-charge.
M&L for PCC 1:2:4 type B1 (using 20mm graded agg) as in copping /benching complete all as specified and directed.
M&L 10 mm thick rendering in CM 1:4 on wall, finished the surface even and fair complete all as specified and directed by Engineer-in-charge.
M&L 15 mm thick rendering in CM 1:4 on wall, finished the surface even and fair complete all as specified and directed by Engineer-in-charge.
M&L for applying two coats of cement base paint on exterior wall includings preparation of new plastered surface complete all as directed.
M&L for preparation of new plastered surface of wall and applying three coats of white wash.complete all as specified and directed by Engineer-in-charge.
M&L PCC 1:3:6 type C-2 75 mm thick as using 40mm graded aggregate as in plinth protection /pavement even and smooth without using extra cement.complete all as specified and directed by Engineer-in-charge.
Removing excavated materials n.exc 50 mtrs and depositing where directed at a level n exc 1.50mtrs the starting point complete.complete all as specified and directed by Engineer-in-charge.
Returning/Filling in trenches in layer n exc 25 cm thick including watering well ramming etc.complete all as specified and directed by Engineer-in-charge.
M & L for Hard core of broken stone or boulders 150 mm thick spread thickness of gauge n. Exc 63mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface .complete all as specified and directed by Engineer-in-charge.
M&L for 100 mm thick cement concrete in sub base of floor in cement mortar (1:3:6) type C-2 complete all as specified and directed by Engineer-in-charge.
M&L for 100 mm thick cement concrete 1:2:4 type B 2 using 40mm graded stone aggregate as in sub base of foooing complete all as specified and directed..
Forming 12mm thick expansion joints for 150mm thick concrete slab filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade'A'.complete all as specified and directed by Engineer-in-charge.
M&L for RCC (1:2:4) type BI (using 20mm graded stone aggt) as in precast slab set in CM (1:4).complete all as specified and directed by Engineer-in-charge.
M&L for sand cushioning with clean dry sand for protection of under ground cable complete all as specified and as directed. Note :- Punned thickness of sand layer shall be measured and paid to contractor.
M&L for Brick Sub Class 'B' locally available best quality laid in trenches with width equal to length of the bricks, above sand cushioning for cable protection complete all as specified and as directed.
S&F in replacement steel water tubing 50 mm dia of bore light grade galvanised with all fittings laid in trenches / fixing with surface of wall after drawn through electric cable by means of nuts bolt and washers all as directed .
Supply,laying in repair in trenches of XLPE UG cable insulated aluminium stranded conductor served with an inner sheathing or PVC tape heavy duty armoured upto 1100volts (earthed) GI steeel strip and overall PVC sheathed nominal cross sectional area 50 sqmm 3.5 core and testing complete all as specified and directed.
Supply,laying in repair in trenches of XLPE UG cable insulated aluminium stranded conductor served with an inner sheathing or PVC tape heavy duty armoured upto 1100volts (earthed) GI steeel strip and overall PVC sheathed nominal cross sectional area 16 sqmm 4 core and testing complete all as specified and directed.
Supply and fix in replacement of SPN double door MCB distribution board sheet steel, powder coated 8 way fitted with bus bar Neutral link, earth bar and din rail complete all as directed.
S & F in replacement of MCB TPN 415 Volts, 63 Amps, 50 Hz, breaking capacity 10KA, C series all as specified and directed
S & F in replacement of MCB SP 6-32 Amps, 240 V, 50 HZ,breaking capacity 10KA, C series all as specified and directed.
Supply, installation, testing and commissioning of factory made powder coated (CPRI approved) outdoor type, dust & vermin proof feeder pillar box made out of 3.15mm CRCA steel sheet of suitable size and angle iron 40 mm x 40mm x 6 mm , powder coated over one coat of red oxide primer suitably grouted in PCC-M10 using 20 mm graded stone aggregate including aluminum bus bar, internal wiring with PVC insulated single core cables of copper conductor of suitable size duly numbered with tags for the circuits with hinged double door shutters (front & rear), cubical type locking arrangement and slanted roof. The size of panel boards shall be suitable for housing the accessories given here under and also suitable for operation on AC 415 Volt, 3 phase, 50 Hz supply system. The panel board shall comprise of following items & all specified in SSR Part-I clause no 19.21 and all as shown on drawing . INCOMING:- (i) MCCB 125 amps, 4 pole, breaking capacity 16 KA suitable for operation of 415 volts AC 50 HZ with adjustable type and all as specified in SSR Part -I and earth leakage module - 01 No, (ii) LED Type indicator lamp R-Y-B (1 Set), (iii) 4 strip aluminum coated copper bus bar of rating 1.5 times current carrying capacity of incoming switch gear or not less than 200 Amp whichever higher (B) OUTGOING (i) MCB 63 A, 4 Pole, 415 Volts, 10 KA, C Curve - 05 Nos (ii) MCB 6-32A, 2 Pole, 240 Volts, 10 KA, C Curve - 03 Nos Note: Rate of PCC foundation for installtion of panel shall be included in the qouted rate.
Material and labour for point wiring with casing caping 2.5 sqmm including 1.5 sq mm PVC insulated, unsheathed multistranded copper conductor cable FRLS 1100 volts grade, single core, earth continuity conductor connected to common earth dolly for one 3/5 pin 15 Amps socket out let on independent board.
Supply and fix, switch socket combination 2 in 1, 3 pin 5 and 15 Amps, flush type universal, 240 Volts complete all as specified and directed.
Supply and fix in replacement of Surface mounting plastic box 4X7 inch size including all fixing accories complete all as specified and directed.
Supply and fixing Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium non integral IP66 highbay light fitting 120 Watt suitable for high mast application, highlighting architectural facade and general purpose complete all as specified and directed. Make Havells Model No. SAUCERNEOP120WLED75760DLT G
S&F 1100 Volts grade heavy duty cable PVC insulated standred three core flat or circular aluminium conductor of size 4 Sqmm, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4 mm suspension wire complete all as specified and directed.
M & L for earthing complete with GI earth plate electrode 600 x 600 x 6 mm thick buried directly in ground (earth pit not less than 2.25m deep below ground level ) with top edge of the plate not less than 1.5 m below normal ground level , connected to galvanised earth lead iron wire 4mm dia by means of GI bolts nuts and washers of galvanised iron or steel etc all as shown in electrical plate No.3 including earth work PCC pit and RCC pit cover, funnel with watering pipe ,wire mesh ,alternate layer of salt and charcoal, GI protection pipe light grade and testing on completion all as specified and directed by Engr-in-charge.
Material and labour for earthing complete with galvanised steel earth plate electrode 60cm×60cm×6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised iron strip 32 × 6 mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 5 connected to earthing test point including taking out old unsv earth pit all as specified and as directed. Note 1-Contractor's supervisor and main worker would wear shirt/T-shirt of colour sky blue/brown/yellow preferable embosed with contractor's firm name while carriying out any activities in defence area for better check of security purpose.
D G Corporation
M/S Deep-Jeet
M/S Jiban Krishan Das and Co
M/S Sharma Construction
M/s Brahamaputra Wood Industries
M/S M N ENTERPRISE
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