Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L1 | Accepted-AOC Lowest and reasonable bidder | |
| 2 | L2₹29.1 L+₹46,294 (1.62%)Rejected-Finance N A | NA | NA | 121004 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹31.1 L+₹2.5 L (8.59%)Rejected-Finance PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹32.5 L+₹3.8 L (13.3%)Rejected-Finance 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹33.2 L+₹4.5 L (15.7%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
12 Sept 2020, 6:00 pmClosed
GE (AF) Nal, Bikaner
GE (AF) Nal, AF Stn Nal Bikaner (Raj)-334001
As described in Bill of quantities
2020_MES_366815_1
GE (AF) NAL/T-12/2020-21
Open Tender
Civil Works
Item Rate
270 days
GE (AF) Nal
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE (AF) Nal
₹60,000
Yes
GE (AF) NAL
1 Oct 2020
6 Aug 2020
14 Sept 2020
6 Aug 2020
12 Sept 2020
24 Aug 2020
8 Aug 2020 - 11 Aug 2020
13 Aug 2020
Amount
Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete, brick work, masonary etc. any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed. Note:- (i) The demolished material shall be disposed off out side the MOD land. The contractor shall quote his rates considering the above fact. (ii) After dismantling, post holes shall be prepared for execution of new poles / struts. Cost of extra work, if any, is included in unit rate of this item and nothing extra shall be admissible on this account.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc. 25 cm in hard dense soil, watering and removing surplus soil to a distance n exc 50cm and making good surface complete all as specified and directed. Note:- This item is only applicable where the location of new poles/struts is changed from existing ploes removed against item No. 1 above.
Dismantling fencing wire mesh any type, any size complete all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
S&F joist / channel angle or tee sections fixed independently without connecting plates as in post, struts in fencing including necessary drilling holes, notching for wires etc (cut to ordinary lengths ie with in 20mm of the length indicated) Fe 290 grade E-165 complete all as specified and directed.
M&L mild steel flat iron (for securing wire mesh) bolt embedded in concrete including drilling bolts matching for wire including all necessary work and steel confirming to Fe-290 grade E-165 complete all as specified and directed.
Fixing only chain link fencing new or old including line wires any mesh, size and type of standards, rails, straining bolts, etc including provision of binding wire etc complete all as specified and directed. Note:- (i) Supply of new chain link Fencing shall be measured and paid for separately under respective item of this Schedule.
Supply only Galvanised mild steel chain link fencing, size wire and mesh as approved complete all as specified and directed. Note:- The payment for chain link fencing shall be made on the basis of weight of chain link fencing per square metre ascertained by a Board of officer convened by GE, by getting minimum 3 samples of each lot
S&F galvanised 2 strand 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 and tying at crossings with and provisions of galvanised mild steel wire staple or steel pins etc complete all as specified and directed.
Restraining and resecuring including making good staples etc galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings complete all as specified and directed.
S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc. 5cm but n. exc. 10cm long, dia of shank 5 to 10 mm and 11 to 15mm complete all as specified and directed.
M&L Preparation of new steel and iron surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M&L Preparation of new steel and iron surfaces of any description not otherwise described, not exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not ohterwise provided for complete all as specified and directed.
S&F framed work as in doors or gate of angle or other section with gussest plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastenfing and fixing complete of quality grade B.complete all as specified and directed.
Taking down existing mild steel gate, area exceeding 2 sqm but not exceeding 6 sqm each and re-fixing the same in position after necessary repair by fixing, hold fasts, locking arrangement, handle etc complete all as specified and directed. Note:- Hold fast, handle, locking arrangement etc. shall be measured and paid for separately under respective item of this Schedule.
Demolition of reinforement cement concrete of any description and in any position not other wise complete all as specified and directed.
M&L reinforced cement concrete type B-1, 1:2:4 (20mm greded aggregate) as in foundation including raft footing, foundation beams, plinth beams; base for column etc basementt slab, under reamed piles and mass concrete complete all as specified and directed.
M&L reinforced cement concrete type B-1, 1:2:4 (20mm greded aggregate) as in Columns, pillrs, piers, posts and struts complete all as specified and directed by Engr-In-Charge.
Use and waste of formwork to sides of concrete foundation footings, base of column, aft and raft beams sides and soffits (if any) of foundation and plinth beams; and similar work vertical or to batter complete all as specified and directed.
Use and waste of formwork to sides columns.of pillars, post, sturts, piers, column and stachions complete all as specified and directed by Engr-In-Charge.
M&L mild steel TMT Bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed.
All as per description of item No. 22.00 here in before but as in stirrups, spacers binders etc.
S&F mild steel flat iron / round bars cut to length including, drilling, bending, hooking ends for securing wire mesh complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floor and paving exc. 15 cm thickness above ground level and in any position complete all as specified and directed.
M&L PCC 1:2:4 type B-1 (using 20mm graded aggregate ) in roof kerbs or mud stops, rounded or chamfered on edges and the like finished fair and even incl necessary form work complete all as specified and directed.
M&L 100 mm thick cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base / sub-floor complete all as specified and directed.
M&L 75 mm thick cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in floors, finished the surface by making mpressions of expanded metal, whilst the concrete is green complete all as specified and directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'B' complete all as specified and directed.
Forming Construction joint 30mm deep x 10mm wide filled with sealing compound compound Grade 'B' complete all as specified and directed.
M&L 15mm thick screed bed in cement mortar 1:6, surface finished even and fair withour using extra cement complete all as specified and directed.
S&F in repair factory made rubber moulded, rubberized laboroda tiles, (Pre-Polished / glossy finish) of PCC type A-1, of approved colour of size 400mm x 400mm x 30mm thick, jointed with neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles, fixed as in repairs complete all as specified and directed.
Supply and laying as in repairs chequred cement concrete tiles 20mmx20mmx22mm thick set, jointed and pointed in neat cment slurry as in floors with with grey cement and pigment complete all as specified and directed.
S&F coloured glossy finish precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 60mm thickness M-35 grade grade with grey cement and pigment complete all as specified and directed. Note:- i) Mould used for manufacturing shall be rubber mould not steel. ii) Manufacturing process shall be by table vibrator. iii) Colour and design shall be as approved by GE. iv) Process of manufacture shall be by means of vibrocompaction not machine pressed.
Supply and laying machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 80 mm thickness M-35 grade with with grey cement and pigment complete all as specified and directed. Note:- i) Mould used for manufacturing shall be rubber mould not steel. ii) Manufacturing process shall be by table vibrator. iii) Colour and design shall be as approved by GE. iv) Process of manufacture shall be by means of vibrocompaction not machine pressed.
M&L river sand filling under floors or in foundations including watering and consolidation for Interlocking paver block and similar works etc complete as specified and directed.
M&L as in repairs pre-cast cement concrete type B-0 (1:2:4) using 12.5 mm graded stone as in louvres and jallies, 25 mm thick (measured solid), including all mouldings but excluding frame, set in cement mortar 1:6 complete all as specified and directed
Taking down cement plaster on brick or stone walls/ceiling etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
Demolition of brick or stone masonary built in cement mortar incl all quoins, arches, pillar etc. complete all as specified and directed.
M&L brick work with sub class 'B' bricks old size, class 7.5 designation, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L brick work with sub class -B bricks, in half brick thick walls, built in cement moratr 1:4 straight or curved on plan to any radius complete all as specified and directed
M&L 15mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:4, finished even and smooth without using extra cement complete all as specified and directed.
M&L preparation of newly plastered or unplastered surfaces of walls and applying two coats of acrylic emulsion exterior quality paint over and including a coat of primer exterior grade (tint as approved by GE) as in camouflage pattern / plain pattern as per user requirement complete all as specified and directed.
S&F MS rolled sections as in main and cross beams, hip and jack rafters common rafters and running rails and guides for sliding doors conforming to Fe.290.Gde-E-165 fixed with angle cleats or other connecting plates complete all as specified and directed.
S&F roof truss (framed), trussed purlin, crane, griders, rails and fastenings and heave brackets framing (beam, tee, agle channel or flat sections) including distance pieces, cleats etc. conforming to Fe.290.Gde-E-165 complete all as specified and directed.
Dismantling asbestos cement (corrugated or semi corrugated etc) sheets in roof covering complete all as specified and directed.
S&F mild steel 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.including cutting tops to shape as directed, embeding in concrete and screwing etc, wind ties for roof including bolts drilling holes, notching for wire etc, flat iron fillets (for securing GI sheet etc) and including all necessary drilling or cutting holes in brick/ concrete surfaces and making good, welding work, bolting or reveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc 150 GSM coating GI based corrugated steel sheet 0.50mm thick of any approved colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, ridges etc. fixed all as per manufactures's instructions and fixed with self tapping screw or hooks (as directed by Engineer in Charge) as required complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc 150 GSM coating GI based plain steel sheet 0.50mm thick of any approved colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, ridges, flashing, eaves board valley gutter of any shape etc, cut to designed shape as directed at site fixed all as per manufactures's instructions and fixed with self tapping screw or hooks as required complete all as specified and directed.
M&L precast cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in road side kerb stone with plain fair faces, including chamfers, weatherings, throating etc., embedded in ground, set and jointed in cement mortar 1:6 with joints to match complete incl necessary excavation & earthwork complete all as specified and directed.
S&F as in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floors complete all as specified and directed.
S&F as in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall including clamps as required complete all as specified and directed.
Excavation in trenches n exc 1.5 in depth, 1.5m wide for foundation etc and getting out in hard dense soil complete all as specified and directed.
Supply, laying and jointing reinforced concrete pipes, class NP-2 with collars, 200mm Internal dia in trenches, and tested including all necessary extra joints, waste, and cutting etc. complete all as specified and directed. Note : Excavation and earthwork shall be measured and paid for separately
M&L Concrete bed to drain pipe 200mm internal dia including packing under, and haunching in cement concrete 1:3:6 against the sides of pipes after they are laid and tested complete all as specified and directed.
Removing execavated material n nexc 50m and depositing where directed at a level n exc 1.5m starting point complete all as specified and directed.
Returning filling in, including spreading levelling watering and well ramming in layers not exc 25cm each complete all as specified and directed.
M&L for cement concrete 1:3:6, type C-2 (using 40mm graded crusshed stone aggregate) as in surface channel / drain complete all as specified and directed.
M&L Extra for forming fair finished drain channel 30cm inner girth in cement concrete using extra cement including forms / mould, mitred / stopped ends etc complete all as specified and directed.
M&L precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab of manholes, Drain etc, set in cement mortar 1:4 complete all as specified and directed.
Dismantling floor, hearth wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed.
Supply and laying Glazed ceramic tiles in vertical surface 350x 250x 7 mm / 450X 350X 7mm thick, projected pattern elevation tile, set and jointed in neat cement slurry and pointed in white or colour cement to match including cement mortar backing coat of 10mm thick in cement mortar 1:4 complete all as specified and directed by Engr-In-Charge. Note: i) Colour, Type and pattern of tile shall be as apoproved by GE ii) Tile used shall be projected pattern elevation tile and the tenderer shall quote his rate accordingly.
M&L preparation of newly plastered or unplastered concrete surfaces of any description not otherwise described over 10cm girth or width and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed.
Taking down existing old Concertina coil any dia and re-fixing the same in position duly stretched, fixed to angle iron with 3mm dia GI wire, placed in existing Y / U shaped post erected over boundary wall and , complete all as specified and directed.
S&F as in repairs Alubond sheet i.e (ACP) Aluminum Composite Panel sheet having specification as Aluminum skin thickness: 0.12mm-0.50mm, panel thickness 6mm, Surface Treatment:PVDF (polyvinylidene fluoride) coating and embosing logo / letter writing (as approved) as per site requirement by means of radium tape including fixing to wall with decorative mirror holder brackets with 20mm dia stainless steel cap and 75mm length screws at spacing not less than 600mm on periphery of the sheet complete all as specified and directed. Note:- Rate includes writing of letters and embosing of logo as per the size, shape as directed by GE.
Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc.laid bedded and pointed in any mortar complete all as specified and directed.
M&L Granite slab 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite & including screed bed 15mm thick in CM 1:6 complete all as specified and directed.
M&L Granite stone slab 20mm thick (of any type) (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like laid in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid on & including screed bed 10mm thick in cement mortar 1:3 complete all as specified and directed.
Rounding only single edge of stone slabs such as in steps, cooking platform, and other similar situations complete all as specified and directed.
M&L Providing, cement concrete in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
M&L in repairs precast cement concrete louvres and jallies, 40 mm thick (measured solid), including all mouldings but excluding frame, type B-0 (1:2:4) using 12.5 mm graded stone aggregate, set in cement mortar 1:6, complete all as specified and directed.
M&L as in repairs precast cement concrete post, ornamental moulded, 75mm x 75mm in section, total length of each post exceeding 45cm but not exceeding 60cm, type B-0 (1:2:4) using 12.5 mm graded stone aggregate, with groves on two opposite sides for holding jalli 40mm thick, set in cement mortar 1:6, complete all as specified and directed.
S&F polished machine made brass letters / figure size of each letter 50mm x 75mm and 12.5mm deep fixed on existing marble slab with rawl plugs and screws complete all as specified and directed.
All as per description of item No. 73 here in before but size of letter / figure 35mm x 50mm and 8mm deep
N.K. CONSTRUCTION COMPANY
M/S BUDHRAM BISHNOI
Vijay Enterprises
M/S ASHRAFI CONSTRUCTION CO
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .