Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹40.6 L+₹6.0 L (17.2%)Rejected-AOC SARDARPURA 1ST B ROAD NEAR HANUMAN JI KA MANDIR JODHPUR RAJASTHAN 342 003 | JODHPUR | JODHPUR | RAJASTHAN | 342003 | L2 | Rejected-AOC Not lowest | |
| 3 | L3₹47.2 L+₹12.5 L (36.2%)Rejected-AOC MEGHA SADAN GAGANNAGAR CURTI PONDA GOA 403401 | PONDA | SOUTH GOA | GOA | 403401 | L3 | Rejected-AOC Not lowest |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
19 Oct 2020, 6:00 pmClosed
GE (AF) Jodhpur
GE (AF) Jodhpur
REPAIRS TO JOINERY, ANTI TERMITE TREATMENT AND MISC BR WORKS AT AF STN JODHPUR, SALAWAS AND KAILANA UNDER GE (AF) JODHPUR
2020_MES_379690_1
8420/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Jodhpur
As per NIT
6 documents required · 6 mandatory
₹500
GE (AF) Jodhpur
₹90,000
Yes
2 Nov 2020
22 Sept 2020
21 Oct 2020
22 Sept 2020
19 Oct 2020
6 Oct 2020
Amount
Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.5 sqm but not exceeding 4 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.
Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exceeding 1.5 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.
Taking down shutters of any description exceeding 1 sqm but not exceeding 2 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.
Taking down shutters of any description not exceeding 1 sqm each and removing from site complete all as specified & directed by the Engineer-in-Charge.
Material and labour for resecuring or easing & adjusting without taking down the shutter of any description exceeding 1 sqm but not exceeding 2 sqm each complete all as specified & directed by the Engineer-in-Charge.
Material and labour for resecuring or easing & adjusting without taking down the shutter of any description not exceeding 1 sqm each complete all as specified & directed by the Engineer-in-Charge.
Taking down cement/lime plaster from brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified & directed by the Engineer-in-Charge.
Material & labour for rendering 15 mm thick in cement mortar 1:6 on stone masonry wall surfaces , finishing the surfaces even and smooth without using extra cement complete all as specified & directed by the Engineer-in-Charge.
Material & labour for preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified & directed by the Engineer-in-Charge.
Material & labour for preparation of newly plastered surfaces of walls and applying two coats of oil emulsion distemper over and including one coat of primer of same make of distemper complete all as specified & directed by the Engineer-in-Charge.
Material & labour for MS Framed work as in doors or gates of angle or other section with gusset 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 (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing of Fe 410-W (GdeE- 250) quality-A complete complete all as specified and as directed.
Material & labour for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wind ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified & directed by the Engineer-in-Charge.
Material & labour for PCC 1:2:4 type B1 (using 12.5 mm graded stone aggregate) as in bed blocks etc for embedding hold fasts complete all as specified and directed by Engineer-in-Charge
Material & labour for hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge
Supply & fixing Factory made solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S Square tube, complete all as specified and shown in product drawing and as directed by the Engineer-in-Charge.
Supplying & fixing Solid PVC Double door frame of size 50mm x 95mm made out of 5mm wood grain printed PVC sheet reinforced with M.S. tube, complete all as specified, shown in product drawing and as directed by the Engineer-in-Charge.
Supply & fixing factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC sheet strip of 20 mm width struck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail. Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, and fixing in opening complete all as specified, shown in product drawing and as directed by the Engineer-in-Charge.
Supply & fixing Factory Made Solid PVC Moulded Door Shutters 30 mm thick (stile:), with 2,4 or 6 raised panel design with 2mm thick 3D wood grain Moulded PVC Sheet Polyurethane painted on the front face & 2mm Plain colour PVC Sheet on back face, and fixing in opening complete all as specified, shown in product drawing and as directed by the Engineer-in-Charge.
Supply & fixing 35 mm thick factory made, second class hard wood rail and style, plain framed, panelled shutter (two panel) with lock rail and panel of 9mm B.W.P. commercial ply or 12mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 35 mm thick factory made second class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. divided in to squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24(a), fitted to chowkats complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 30 mm thick factory made second class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. divided in to squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24(a), and fitted to chowkats complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Second class hard wood plain, solid, straight chowkhat and frames, wrought, framed, rebated on the solid rounded or chamfered put together with glue pinned at joints complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Flush shutters, 30mm thick solid core construction, with block board core and plywood face panels, commercial type on one sides and decorative on other side complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Second class hardwood Plain fillets, square, rectangular or triangular in section, clean sawn, secured with mills or brads, sectional area exceeding 3 Sqcm and not exceeding 6 sqcm complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing galvanised mild steel wire cloth, 0.56 nominal dia of wire and average width of aperture 1.0 mm and fixed with tinned tacks or galvanised wire staples complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs galvanized mild steel wire cloth of 0.56 mm nominal dia of wire and 1.18mm average width of aperature and fixed with beading tinned tacks or galvanized wire staples in steel/wooden window/door fixed with nails/welding complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden beads in square not exceeding 0.5 sqm in each pane complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden beads in square not exceeding 0.5 sqm in each pane complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing butt hinges, medium weight, cold rolled, mild steel of size 100 mm complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs butt hinges, medium weight, cold rolled, mild steel of size 100 mm complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 125mm aluminium anodised hasp and staple of safety type with mild steel hinge pin including bolt of hinge plate and fixed with screws complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 150 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed (ISI Marked) complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 100 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed (ISI Marked) complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 250 mm long aluminium alloy, anodized, sliding door bolt with hasp, staple(bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy (ISI Marked) complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing extruded aluminium alloy handles, fabricated type, anodized of size 150 mm (ISI Marked) complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing extruded aluminium alloy handles, fabricated type, anodized of size 100 mm (ISI Marked) complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 300 mm, mild steel, ordinary helical springs including roller and roller plate complete complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Continuous (piano) hinges, mild steel, bright finish or electrogalvanised, Width of flaps (when open) not less than 30mm, complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing factory made Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars dovetailed or welded including cutting holes in wall for inserting holdfast and making good to the dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required including dismantling & taking down the old unserviceable window complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing factory made Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded incl cutting holes in wall for inserting holdfast and making good to the dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required including dismantling & taking down the old unserviceable window complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing factory made Box type Ventilators (primer coated), ERW Box made from 1.25 mm thick CRC sheet, & ERW hollow P sections of size 60mm X 25mm including grill using 10 Sqmm bar double riveted both gauge and glass shutter comprised gauged, glazed skelton shutters ERW section 50mm X 20mm and 1mm thick with two openable leafs consisting 2 nos sash bar of T section 20mm X 3mm complete welded to frame with one vertical mullion of ERW box type T section of size 60mm X 25mm and 1.25 mm thick including cutting holes and making good dismanteled portion with PCC 1:2:4 type B1 four numbers of each window including following fittings welded to frame shutter , including dismantling & taking down the old unserviceable window :- (a) MS Hold fast, 150 mm long of 12mmX3mm made to shape 04 nos per ventilator (b) MS handle of Z section 20mmX25mm, 100 mm long -01 no per leaf (c) Stainless steel tower bolt 150mm long - 02 Nos per leaf (d) Z section 20mmX25mm,100 mm long stopper -01 nos per leaf (e) Cleat 55mm long of hollow square 15mm X20mmX63mm welded to hinge -01 Nos per Leaf (f) MS Box type hinges of size 75mmX12mm- 02 Nos per leaf including stainless steel wire cloth, 0.25mm to 0.36mm nominal dia of wire and average width of aperture 1.40mm to 2mm and fixed with aluminium wire staples and glass pan 3mm thick fixed with MS pin and oil putty including two coates of synthetic enamel paint complete all as specified and directed NOTE :- During fixing of ventilator surface shall be make good in plumb with existing finishes like cement plaster, similiar wall tile, floor tile etc and as per site requirement .
Supply & fixing factory made Box Type Steel windows (primer coated), ERW Box made from 1.25 mm thick CRC sheet, & ERW hollow P sections of size 60mm X 25mm including grill using 10 Sqmm bar double riveted both gauge and glass shutter comprised gauged glazed skelton shutters ERW section 50mm X 20mm and 1mm thick with two openable leafs consisting 2 nos sash bar of T section 20mm X 3mm complete welded to frame with one vertical mullion of ERW box type T section of size 60mm X 25mm and 1.25 mm thick including cutting holes and making good dismanteled portion in PCC 1:2:4 type B1 four numbers of each window including following fittings welded to frame shutter, including dismantling & taking down the old unserviceable window :- (a) Hold fast, 150 mmlong of 12mmX3mm made to shape 04 nos per window (b) handle of Z section 20mmX25mm, 100 mm long -01 per leaf (c) stainless steel tower bolt 150mm long - 02 Nos per leaf (d) Z section 20mmX25mm, 100 mm long stopper -01 nos per leaf (e) Cleat 55mm long of hollow square 15mm X20mmX63mm welded to hinge -01 Nos per Leaf (f) MS pintal hinges of size 75mmX12mm- 02 Nos per leaf including stainless steel wire cloth, 0.25mm to 0.36mm nominal dia of wire and average width of aperture 1.40mm to 2mm and fixed with aluminium wire staples and glass pan 3mm thick fixed with MS pin and oil putty including two coates of synthetic enamel paint complete all as specified and directed. NOTE :- (i) During fixing of window surface shall be make good in plumb with existing finishes like cement plaster, similiar wall tile, floor tile etc and as per site requirement.
Supply & fixing Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified & directed by the Engineer-in-Charge.
Material & labour for preparation of new steel surfaces of any description, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over and including one coat of red oxide or zinc chrome primer of same of paint complete all as specified & directed by the Engineer-in-Charge.
Material & labour for preparation of new wooden surfaces of any description, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over and including one coat of wood primer of same make of paint complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing of 150 mm floor door stopper of aluminium alloy body and tongue anodised with hard drawn steel spring fixed in floor complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs 40 mm dia cupboard knobs fixed with nut screw and washer of mild steel bright bolt complete all as specified & directed by the Engineer-in-Charge.
Supply and fixing in repairs of 150 mm aluminium handles cast type anodised complete all as specified & directed by the Engineer-in-Charge.
Supply and fixing in repairs of 300 mm aluminium alloy anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed complete all as specified & directed by the Engineer-in-Charge.
Material & labour for welding in repairs not exceeding 2.5 cm in length, thickness of metal to be welded not exceeding 6 mm complete all as specified & directed by the Engineer-in-Charge.
Dismantling of boarding any description fixed in any position with nails complete all as specified & directed by the Engineer-in-Charge.
Dismatling floor hearth or wall tiling including cement mortor bedding but not backing removing serviceable tiles to store and rubbish off the premise complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Glazed ceramic tiles, coloured, in vertical surface 300mm x 200mm x 7mm thick, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 10mm thick screed bed in cement mortar 1:4 complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs Aluminium Anodized powder coated (Thickness of powder coating not less than 50 micron) aluminium frame for doors , windows, ventilators, partition wall with one or more rebates including joining cleat for fixing etc complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs anodised aluminium door shutters, powder coated (Thickness or powder coating not less than 50 micron), aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc.complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs anodised aluminium window shutters, powder coated of any colour (Thickness of powder coating not less than 50 micron), window and ventilator shutter side hung type without sashbar, aluminium sections weighing 0.55kg/m incl necessary joining cleat glazing clips, rubber neoprene packing, alumimium anodised snap beading, screws , peg stay 150mm long -1 No, hinges type B-21 100mm long -2 Nos, suitable handle -1 No complete all as specifiedhandles 2 Nos in each door, hinges, aluminium snap beading screws complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing 5.5 mm thick froasted glass panes and glazing with oil putty or fix in aluminium door / widnow complete all as specified & directed by the Engineer-in-Charge.
Material & labour for repairs to Aluminium doors exceeding 1.50 Sqm but not exceeding 5.00 Sqm by necessary joining cleat, glazing clips, rubber neoprene packing handles 2 Nos in each doors, hinges anodised aluminium snap beading screw etc including chowkhat and refix in the same opening after complete repair except glass complete all as specified & directed by the Engineer-in-Charge.
Material & labour for repairs to aluminium doors not exceeding 1.50 sqm by necessary joining cleat, glazing clips, rubber neoprene packing handles 2 Nos in each doors, hinges anodised aluminium snap beading scrw etc and refix in the same opening after complete repair except glass complete all as specified & directed by the Engineer-in-Charge.
Supply and fixing in repairs Aluminium (extruded) body Door closer hydraulically regulated, designation No 1, universal type, suitable for door shutters upto 700 mm in width & of weight not more than 35 kg complete all as specified and as directed by Engr-in-Charge .
Supply & fixing 18 mm solid PVC ply of 1st quality of one side prelaminated of approved colour and one side white colour fixed with screw and solvent cement/adhessive as in Cup boards/kitchen rack box /Kitchen cup boards complete all as specified and directed by Engineer-in-charge.
Supply & fixing 18 mm solid PVC ply of 1st quality of both side white colour fixed with screw, solvent cement/adhessive as in partitions of Cup boards/kitchen rack box /Kitchen cup boards complete all as specified and directed by Engineer-in-charge.
Supply & fixing 12 mm solid PVC ply of 1st quality of both side white colour fixed with screw, solvent cement/adhessive as in Cup boards/kitchen racks box /Kitchen cup boards complete all as specified and directed by Engineer-in-charge.
Supply & fixing in repairs double action floor spring hydraulically regulated made up of of minimum 1.25 mm thick aluminium alloy sheet foundation box main body with stainless steel cover governing pivot made of brass other parts made of mild steel heavy duty and fixed complete all as specified & directed by the Engineer-in-Charge.
Material & labour for Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment along external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match with the existing surfaces, as in apron complete all as specified & directed by the Engineer-in-Charge.
Material & labour for Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors complete all as specified & directed by the Engineer-in-Charge.
Material & labour for Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment at points of contact of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150 mm centre to centre and sealing the same complete all as specified & directed by the Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for and removing from site complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing mild steel work Fe-410 (Gde-E-250) quality -A in 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 complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Pre- painted galvalume 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, including dismantling and taking down the old unserviceable sheet complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing Pre- painted galvalume GI based plain 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,including dismantling and taking down the old unserviceable sheet complete all as specified & directed by the Engineer-in-Charge.
Supply & fixing in repairs Mild steel, plain black sheet 0.8 mm thick in hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required complete all as specified & directed by the Engineer-in-Charge.
Demolition of cement concrete (Unreinforced) in ground floor & paving not exceeding 15 cm thick (below or above ground level) complete all as specified & directed by the Engineer-in-Charge.
Material & labour for 100 mm thick, PCC 1:4:8, type D-2, (using 40 mm graded crushed stone aggregate), as in sub base or flooring complete all as specified & directed by the Engineer-in-Charge.
Material & labour for 80mm thick machine pressed coloured rubberisd moulded precast concrete interlocking paver block any shape and size confirming to IS 15658 - 2006, made of Concrete Grade M-40 with grey cement and pigment , Paver blocks laid over and including 25 mm thick layer of sand coushing complete all as specified & directed by the Engineer-in-Charge.
Material & labour for precast cement concrete blocks masonary with solid blocks exceeding 10 cm in width in PCC 1:2:4 (using 20 mm graded stone aggregate) & set in cement mortar 1:4 in walling as in kerb block, one edge chamferred and finished complete all as specified & directed by the Engineer-in-Charge.
Material & labour Sand filling under floors including spreading and levelling complete all as specified & directed by the Engineer-in-Charge.
Material & labour for cutting holes exceeding half brick but not exceeding one brick in stone walls built in cement mortar for inserting holdfasts & making good dismantled portion in cement mortar (1:3) or in PCC(1:2:4) Type B-1 (using 20 mmm graded stone aggregate) as required complete all as specified and as directed by Engr-in-Charge .
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified & directed by the Engineer-in-Charge.
Material & labour for Cement concrete Type B-2, 1:2:4 (using 40 mm graded stone aggregate) in foundations, filling and mass-concrete complete all as specified and as directed by Engr-in-Charge .
Supply & fixing in repairs Harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc complete all as specified & directed by the Engineer-in-Charge.
VIKAS CONSTRUCTION CO.
M/S HARI CONSTRUCTION
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 • 0.03 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 .