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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC MES TINALI PO CHABUA DISTT DIBRUGARH ASSAM 84 | CHABUA | DIBRUGARH | ASSAM | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹45.5 L+₹51,120 (1.14%)Rejected-Finance AT ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹45.6 L+₹62,403.30 (1.39%)Rejected-Finance AT ROAD HATIALI PO CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹46.7 L+₹1.7 L (3.72%)Rejected-Finance NEAR RASTRYA HINDI VIDYALAYA PO CHABUA DIST DIBRUGARH ASSAM 84 | CHABUA | DIBRUGARH | ASSAM | 786102 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹47.1 L+₹2.1 L (4.72%)Rejected-Finance | L5 | Rejected-Finance Rejected being L5 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
17 Sept 2024, 6:00 pmClosed
GE(AF) Chabua
Office of GE(AF) Chabua, PIN-786102
As per BOQ details
2024_MES_663640_2
576/E8
Open Tender
Civil Works
Item Rate
180 days
Chabua
As per tender documents
8 documents required · 8 mandatory
₹500
GE(AF) Chabua
₹84,000
Yes
5 Oct 2024
3 Sept 2024
19 Sept 2024
3 Sept 2024
17 Sept 2024
10 Sept 2024
Amount
(A) B/R Work:-
Surface excavation n.exc. 30cm deep and averaging 30cm deep and getting out in any type of soil complete all as specified and directed
M&L for Hardcore of gauge n exc. 63 mm, broken stone or boulders deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, 150mm thick as complete all specified and as directed
M & L Plain cement concrete 1:4:8 type D2 (using 40m graded stone aggregate)100mm thick as in sub base as complete all specified and as directed
M & L Plain cement concrete 1:2:4 type B1 (Using 20m graded stone aggregate) 40 mm thick as in floors using extra cement as complete all specified and as directed
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point. complete all specified and as directed
Supply and installation of ITF certified 5 layers acrylic system with thickness up to 2.5mm. The flooring should be certified by international tennis federation (ITF) and should have application as 1st layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), 2nd layer of acrylic resurflacer (fillling and smoothing asphalt or concrete surface in preparation for acrylic badminton court system . And also fills the surface chips, voids and conceals repairs while providing a smooth surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046 kg/sqft), 3rd & 4th layer of unirubber liquid cushion layers at a consumption ratio of 10 kgs per sqft all together, 5th layer of precoat (Quartz filled %100 acrylic latex based texured badminton topcoat with consumption ratio of 0.078Kg/Sqft and 6th layer of topcoat (100% acrylic latex polymer & colour ration of 0.023 kg/sqft). On top of this, the line marking should be done with overline paint (% 100 acrylic latex based high hiding line paints. It should have consumption ratio of 4kg/ coiurt. The acrylic resufacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. The product must be approved/licenced/ preferred by the respective international sports federation & used at the Indian/ International Championships recognized by the respective Regional/ International sports Federation complete all as specified and directed.
MS Square round pipe 38.10mm (Medium grade) for badminton court length of pipe as per authorization = 02 Nos, set in ground with PCC (1:2:4), Epoxy painted pole, Garware tournament quanlity net – UV treated, height adjustable latched, complete all as specified and directed by Engr-in-charge.
MS Square round pipe 88.90mm (Medium grade) for volleyball court length of pipe as per authorization = 02 Nos, set in ground with PCC (1:2:4), Epoxy painted pole, Garware tournament quanlity net – UV treated, height adjustable latched complete all as specified and directed by Engr-in-charge.
Excavating in post holes or similar holes, each n exc 0.5 cum getting , returning , filling in and ramming earth or broken rubble mixed with earth around . In layers not exceeding 25 cm , watering and removing surplus soil to a distance n exc 50 m and making good surface in soft/loose soil complete all as specified and as directed.
Material and labour for PCC (1:3:6) type C-2 (using 40mm grade stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
Supply and fix mild steel angle iron or other stock section posts and struts in fencing gate including cutting tops to shape as directed drilling holes, notching for wire, including flat iron fillets (for securing wire meshetc) including all necessary drilling bolting orriveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
S & F mild steel bolts (machine made) with hexagonal or square heads at one end and screwed the other, or secrewed both ends each screwed end to be fitted with washers and one hexagonal or square nut n.exc 5 cm long and dia of neck 5-10 mm complete all as specified and directed.
Material & labour for preparation of new or previously untreated steel surface of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint (Ist quality) over a coat of red oxide primer complete all as specified and directed.
Material & labour for preparation of new or previously untreated steel surface of any description n.exc 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint (Ist quality) over a coat of red oxide primer complete all as specified and directed.
Supply and fixing galvanised 2 stand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc as directed complete all as specified and directed.Note : Each line wire to be measured
Material & labour for mild steel round bars conforming to Fe-410-W (Gde E-250 quality A) 10mm dia or over cut to length bent to shape as required in fencing including straining and fixed to fencing post complete allas specified and directed.
Supply only GI wire mesh of size 100 x 100 x3.15mm dia of wire or of any type, make upto matress and laid in position with MS flat to steel fencing posts (flat iron will be measured and paid for separately) complete all as specified and as directed.
Fixing only chain link fencing/ including line wire as supplied in item No 17 rails straing bolts etc including provision of binding wire complete all as specified and directed.
M & L Cement concrete type 50mm thick B-0, 1:2:4 (12.5mm graded aggregate thick even and smooth without using extra cement as complete all specified and as directed
M & L Cement concrete in foundations, filling and mass concrete type D-2, 1:4:8 (40mm graded aggregate) as complete all specified and as directed
Excavating 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 iin soft and loose soil complete all specified and as directed
M & L Glass dividing strips, 3 mm thick inserted in position, conform to design Width of strip 38mm all as specified and directed
M & L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 as complete all specified and as directed
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe 410 -W (Gde- E- 250) quality A complete all specified and as directed
S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe-410-W (Gde E 250 quality A all complete all specified and as directed
S&F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) as complete all specified and as directed
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410-W (Gde E 250 quality A complete all specified and as directed
M & L for Mild steel in flat, round or square bars, in available lengths of Fe 410-W (Gde-E- 250) quality- A complete all as specified and as directed.
S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or 'J' / 'L' hooks complete all specified and as directed
S&F prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of colour having tensile strength of 550 Mpa as in plain sheet as in ridges, gutters , facia bd etc l, fixed with self tapping screws or 'J' / 'L' hooks complete all specified and as directed
S&F Plain, black, mild steel sheeting, 1mm thick in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) complete all specified and as directed
Preparing new surface of steel over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of red oxide as specified and as directed
M&L 15mm thick rendering of fair faces of brick work or concrete surfaces in CM 1:6 even and smooth without using extra cement complete all as specified and as directed.
M & L Preparation of new surfaces and applying two coats of cement base paint over one coat of primer on walls complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all specified and as directed
(B) E/M Work:-
Supply and fixing steel tubular pole, swaged, complete with cast iron base plate, finial taper plug,bolts, nuts, washer and screws including painting with two coats of of aluminium paints over one coat of red oxide primer on all exposed surfaces and tarring with black bituminous paints to portion embedded in PCC including numbering of poles with two coats of synthetic enamel paints, type 410-SP-44 (10 meter long) complete all as specified and directed. Note - Earthwork and PCC shall be measured and paid seperately under respective items.
Supply and fixing LED flood light of 200 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 connected wire complete all as specified and directed.
M&L for cross arms, bracing supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers,welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of primer coat, one under coat and one finishing coat of paint complete.
Supply and fixing MCB SP 6 amps rating 240V, 10KA 'C' curve fix with junction box complete all as specified and directed at site.
Supply and fixing in replacement cable junction box with metric knockout for cable entry size 155x155x100 mm with terminals including syntech long entry thread metric (with one piece seling ring) and fixing on pole with 20x3 mm aluminium strip clamp with nuts, bolts and washers , electrical connections all as directed by Engr-in -Charge.
Supply and fix 1.5 Sqmm X 3 core copper conductor cable fix with junction box to flood light complete all as specified and directed at site.
M&L for earthing complete with galvanised steel earth plate electrode 60 cm x60 cm x6 mm thick burried directly in ground (earth pit not less than 2.5 mtr below normal ground level ) with top edge of earth plate not less than 1.5 mtr below normal ground level connected to main earth lead GI strip 32 x 6 mm as earth strip by means of bolts ,nuts,checknuts and washers of galvanised iron or steel as shown in electrical plate No. 3, including exc , and earth work in any type of soil disposal of soil providing alternate layers of charcol and common salt construction of PCC earth chamber in mix 1:3:6 type C-1 with 40 mm thick 1:2:4 type B-1 cover reinforced with 8 mm dia MS bars both ways with lift hook made out of 8 mm dia bar,watering arrangement, complete all as specified and directed by Engr-in-charge.
Supply,laying in trench/on walls with new saddles & clamps etc as per site requirement), jointing, testing and commissioning with new XLPE insulated,armoured,heavy duty,PVC sheathed electric cable with aluminium conductor,1100 volts grade connecting to with new cable aluminium lug and cable glands of cross sectional area 25 sqmm 4 core all as directed at site.
Supply,laying in trench/on walls with new saddles & clamps etc as per site requirement), jointing, testing and commissioning with new XLPE insulated,armoured,heavy duty,PVC sheathed electric cable with aluminium conductor,1100 volts grade connecting to with new cable aluminium lug and cable glands of cross sectional area 10 sqmm 4 core all as directed at site.
Excavation in trenches not exceeding 1.5mtrs wide & not exceeding 1.5mtr in depth as in soft/ loose soil & getting out complete all as specified & directed.
Excavation in trenches in soft/loose soil, n.exc 1.5 m wide and exc 1.50m but n.exc 3.0 m in depth for foundation or shafts, wells cesspit, manholes, pier holes,cable laying, sewage/water lines etc complete all as specified and directed
Returning , filling in spreading, levelling, watering & well Ramming in layers not exc 25cm thick complete all as spfd & directed.
Removing excavated material not exc 50mtr & deposited where directed at a level not exc 1.5mtr above the starting point complete all as specified and directed by EIC.
M&L for Sand filling in cable trenches for cable protection with clean dry sand unwashed incl gently punning, complete.
M&L for Bricks Sub class 'B' kiln burnt, well burnt, laid as in trenches/cable cover/protection, complete.
Supply, Installation, testing & commissioning outdoor type ,floor mounted dust and vermin prrof,made out of 3.15 mm CRCA MS Sheet and base frame 40 x40 x5 mm angle iron front openable type with aprons for cable entry,locking devices ahall be provided fro proper locking of the feeder box, duly painted using powder coating suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system necessary PCC foundation, having bus bar chamber with insulated Aluminium bus bar 200 Amps rating installed on porcelain insulators. The panel shall be dust and vermin proof. IP 65 class protection with aprons for cable entry with suitable size of cable gland with internal wiring with PVC insulated solid copper conductor FRLS cable IS 694 marked of adequate size but not less than 6 Sqmm. The scope of work includes the following :- INCOMMING :- (a) Aluminium Bus bar 200 amps suitable for incommer and out going MCCBs (b) MCCB 25 Amps, 16 kA, 440 Volt, 3 phase, 4 wire, 50 cycle, - 01 Nos. (c) Multifuction panel meter square type to measure three/single Voltage phase, load current, frequency, power factor kWh including necessary CT/PT of suitable ratio . : 01 Nos (d) LED Indicator lamp (R,Y,B) - Set of Three. OUTGOING :- (a) MCB 32 Amp 4 Pole, 415 Volt, - 02 (1 working and 1 standby) (b ) Street light timer using Power contactor 32 Amps, (1-NO) single phase of rating 20 Amps with suitable size of contactor.
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate for fdn of pole/ stay/ angle/ pipe complete all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate for fdn of pole/ stay/ angle/ pipe complete all as specified and directed.
M&L for PCC 1:2:4 type C2 using 20mm graded for padestal coping including necessary form work finished fair using extra complete all as specified and directed.
Cutting bituminous road/path for passing of elect cable through GI pipes and making good to the cut surfaces by concreating with PCC 1:3:6 to match with the adjescent surfaces complete all as dircted at site.
Supply and fix in repair steel tubes, galvanised, light grade, ISI marked 40 mm bore for protection of cable under floor, road and on wall complete all as specified and directed by Engr-in-charge..
M/S MAHATO ENTERPRISE (BID ID -3097307)
D.D Construction (BID ID -3096612)
pintoo construction (BID ID -3093356)
M/s Parma Construction (BID ID -3097829)
M/s Krishna Construction (BID ID -3097392)
M/s KL Agarwalla & Co (BID ID -3093415)
M/S D P BERLIA (BID ID -3094870)
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