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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC 0 NEAR SHIV MANDIR KALYANIPURA KRIPAL NAGAR AJMER RAJASTHAN 305001 UDYAM RJ 01 0091182 | AJMER | RAJASTHAN | 305001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹16.9 L+₹1.5 L (9.53%)Rejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹17.3 L+₹1.9 L (12.1%)Rejected-Finance | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹17.4 L+₹2.0 L (12.7%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹17.8 L+₹2.4 L (15.5%)Rejected-Finance 00 LALPUR KICHHA ROAD RUDRAPUR KICHHA RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263148 | UDAM SINGH NAGAR | UTTARAKHAND | 263148 | L5 | Rejected-Finance Not being lowest |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
21 Oct 2020, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer 345001
REPAIR TO PLASTERING FLOORING WINDOW DOOR OVER HEAD TANK PATH IN ZONE I AREA UNDER GE ARMY JAISALMER
2020_MES_374753_1
8934/20-21/E8
Open Tender
Civil Works
Item Rate
180 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Army Jaisalmer
₹42,000
Yes
26 Feb 2021
4 Sept 2020
23 Oct 2020
4 Sept 2020
21 Oct 2020
14 Sept 2020
Amount
Dismantling wrought iron or mild steel work of any description not othervise provided for
S&F, rolled mild steel framed work as in doors or gates of angle or other section confirming to Fe 410-W (Gde E-250 quality-A) with gusset plates, rails braces, etc., complete, drilled for fixing of steel sheeting or other covering door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door, fittings and hanging, also fastering and fixing complete all as specified & directed by Engineer-in-charge.
M&L for oiling & greasing to the MS shutters by removing the scales and make the shutters to swing freely all as specified & directed by Engineer-in-charge.
Repairs to MS door shutter weighing 750-1000 kg to swingfreely which is obstructig the movement due to pintel hinges is inclined inner wordsto align the shutter by means of hammering / welding/oiling, lifting the shutter by means of pully or crane by taking safety measures all as specified & directed by Engineer-in-charge.
S&F in repairs MS wheel of size 125mm dia and 32mm thick to the bottom of MS shutter by welding/ nut & bolting by taking fire safety precautions all as specified & directed by Engineer-in-charge.
Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness below or above ground level etc all as specified and as directed.
M&L for 75mm thk cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring/hard standing as specified
M&L for Machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658: 2006 of 60 mm thickness of grade M-35 with grey cement and no pigment.
M&L for even spreading of 25 mm thick layer of sand cushioning all as specified & directed by Eng-in- Charge.
Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any motor including removal unserviceable materials, debris and rubbish to a distance not exceeding 100m all as specified & directed by Engineer-in-charge.
S & F chequered cement concrete tiles 20cm X 20 cm X 25mm thk with grey cemnt and pigments,set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:4 complete.
M&L for ceramic tiles exterior grade 300 x 300 x 10mm (Endura from Johnson or equivalent) including screed bed in CM 1:6, 15 mm thick set and jointed in neat cement slurry and pointed in coloured cement to match all as specified and roughening of exc concrete surfaces all as directed
M&L for machine cut kota stone flooring 550 x 550x 20 to 25mm thk laid over cement screed bed jointed & pointed with grey cement slurry mixed with pigment to match the shade including rubbing &mirror polishing including over a screed bed or bedding layer of 15mm thk in CM 1:6 for laying floor finishes all as specified and directed.
ditto above but on verticla surfaces such as skirting /dado etc including over a screed bed or bedding layer of 10mm thk in CM 1:3 for laying tiles all as speciifed.
M & L non skid ceramic coloured tiles exterior grade but exc 0.11 sqm and n.exc 0.18sqm 7 to 8 mm thk including screed bed or bedding layer 15mm thk in CM 1:6 all as specified.
...ditto…. but as in skirting, steps etc in vertical surfaces with 10mm thick backing coat in CM 1:4
M & L for PVC tile/sheet 3 mm thick laminated plain coloured,marbled mosaic or mottled finish laid with approved rubber based adhesive in floor including complete removel of existing flooring and prepration of surface all as specified.
M&L for PCC 1:2:4, 50mm thick using 20mm graded aggregate as in flooring
M& L for PCC 75 mm thk type C1 1:3:6 (20mm graded stone aggregate laid in alternative as in plinth protection including finished the surface even and fair without using extra cement and filling the joints with mastic filling ie one part of bitumen 85/25 & 3 parts of sand by weight
Taking down cement or cement lime plaster, any description on brick or stone surfaces ofany position etc including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off the premises and leaving the work clear of any plastering complete all as specified & directed by Engineer-in-charge.
M&L for rendering 15 mm thick plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.
M&L for rendering 15 mm thick plaster in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.
M&L for rendering 10 mm thick plaster in cement mortar (1:3) concrete surfaces of roof top and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.
M & L for plastering 5mm in CM 1:4 on ceiling / chajja complete all as specified and directed.
M & L preparation of new plastered surfaces and applying three coat of white wash on walls complete
M & L preparation of new plastered surfaces and applying three coat of white wash on ceiling
M & L for two coats of cement base paint over a coat of cement primer on walls
M & L preparation of new steel surfaces exc 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer primer
M & L for preparing new /old plastered surfaces and applying two coats of oil bound distemper over one coat of primer wall putty including preparatory to distempering on surface of walls
M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings,bed plates ,water through and the like including wethering ,slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified and as directed by Enginneer in charge
Taking up or down steel tubing and connections including cleaning for refixing or removal to store complete of 15mm bore pipe all as specified and directed.
All as per item No 31.00 above but 20mm bore of pipe.
S&F GI tubing medium grade 15mm bore complete all as specified and directed.
Refixing old GI connections in new or old postion (wall,ceiling , floors etc) 15 mm bore of pipe
S & F 20mm bore GI tubing medium grade fixed complete to walls and ceiling or laid in floor complete all as specified and directed..
Refixing old steel tubing and connections in new or old position (Walls, ceiling, floors etc. ) 20mm bore of pipe
Dismantling water tanks and removing to store Exc 250 & n exc 500 liter
S & F Rototional mould ed polythylene water stage tankswhite 500 ltr (cylidrical verticial with closed top) hoisted and fixed in postion including float valve high pressure epoxy coated aluminium rod & plastic ball 20 mm dia complete.
Taking down chowkats or frames (without taking of shutters from the frames) area not exceeding 1.5 Sqm each complete all as specified & directed by Engineer-in-charge.
Taking down chowkats or frames (without taking of shutters from the frames) area exceeding 1.5 Sqm but not exceeding 4 Sqm each complete all as specified & directed by Engineer-in-charge.
Taking down shutters of any description not exceeding 1.00 Sqm each complete all as specified & directed by Engineer-in-charge.
Taking down shutters of any description exceeding 1.00 Sqm but not exceeding 2.00 Sqm each complete all as specified & directed by Engineer-in-charge.
Resecuring or easing and adjusting shutters of any description exc 1 Sqm and not exc 2 Sqm each without taking down of sutters.
S&F in repair MS powder coated drapery rod 25mm dia decorative manner all as per sample all as specified & directed by Engineer-in-charge.
S&F in repair brackets powder coated fancy type suitable for drapery rod 25mm dia all as per sample all as specified & directed by Engineer-in-charge.
S&F 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 all as specified & directed by Engineer-in-charge. Note :- To be fixed at any floor level not more than triple storey.
S&F 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 all as specified & directed by Engineer-in-charge. Note :- To be fixed at any floor level not more than triple storey.
S&F steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified & directed by Engineer-in-charge. Note :- To be fixed at any floor level not more than triple storey.
Steel windows or ventilators, fixed type, with glazing bars complete all as specified & directed by Engineer-in-charge. Note :- To be fixed at any floor level not more than triple storey.
Repair of steel window shutter not exc 1.5 Sqm each by replacing projected type unserviceable hinges, with welding new hinges or welding of existing broken hinges and handles to window frames and easing of shutters to proper closing with oiling to hinges and painting at welded portion to match the existing surfaces each all as specified & directed by Engineer-in-charge.
All as per item 50.00 above but ventelator shutter not exc 1 Sqm each.
S&F, stainless steel wire cloth 0.45mm nominal dia of wire and average width of aperture 1.00mm and fixed with stainless steel wire staples complete all as specified & directed by Engineer-in-charge.
S&F in repair, stainless steel wire cloth 0.45mm nominal dia of wire and average width of aperture 1.00mm and fixed with stainless steel wire staples complete all as specified & directed by Engineer-in-charge.
S & F, 35 mm thick second class hard wood factory made plain, framed, panelled shutters (Two panels), with lock rail and panel of 9mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and Style as per IS:1003 (Part-1), kiln seasoned and chemically pressure treated all as specified & directed by Engineer-in-charge.
S & F, 35 mm thick Second class hard wood factory made Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc size of members of shutters as specified in SSR Part-I, section 8, clause 8.24 (a) complete all as specified & directed by Engineer-in-charge.
S & F, 30 mm thick Second class hard wood factory made Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc size of members of shutters as specified in SSR Part-I, section 8, clause 8.24 (a) complete all as specified & directed by Engineer-in-charge.
S&F 30 mm thick flush shutters, solid core construction, with block board core & plywood face panels, commercial type on both sides all as specified & directed by Engineer-in-charge.
S&F 140mm long floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified & directed by Engineer-in-charge.
Hacking out old broken glasses (any thickness, size, quality or description) from steel/wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified & directed by Engineer-in-charge.
All as per item No. 59.00 above but from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified & directed by Engineer-in-charge.
S&F 300mm, mild steel ordinary rat tail rod pattern springs including roller and roller plate complete including welding if required for fixing in case of pressed steel chowkat all as specified & directed by Engineer-in-charge.
S&F in repair, 300mm, mild steel ordinary rat tail rod pattern springs including roller and roller plate complete including welding if required for fixing in case of pressed steel chowkat all as specified & directed by Engineer-in-charge.
S&F, 3mm thick, sheet glass ordinary quality and glazing with oil putty in squares not exceeding 0.50 sqm in each panes complete all as specified & directed by Engineer-in-charge. Note :- To be fixed at any floor level not more than triple storey.
S&F, 100mm size, butt hinges, medium weight, cold rolled mild steel including necessary welding if required all as specified & directed by Engineer-in-charge.
S&F in repair, 100mm size, butt hinges, medium weight, cold rolled mild steel including necessary welding if required all as specified & directed by Engineer-in-charge.
S&F, 75mm size, butt hinges, medium weight, cold rolled mild steel including necessary welding if required all as specified & directed by Engineer-in-charge.
S&F in repair, 75mm size, butt hinges, medium weight, cold rolled mild steel including necessary welding if required all as specified & directed by Engineer-in-charge.
S&F, 125mm size, hasp and staple safety type brass with mild steel hinge pin including bolt to hinge plate and fixed with screws all as directed by Engineer-in-charge.
S&F 125mm size Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete all as specified & directed by Engineer-in-charge.
S&F 300mm long aluminium alloy, anodised, 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 all as specified & directed by Engineer-in-charge.
S&F 150 mm size aluminium anodised barrel tower bolts of extruded section all as specified & directed by Engineer-in-charge.
S&F in repair, 125 mm size aluminium anodised barrel tower bolts of extruded section all as specified & directed by Engineer-in-charge.
S&F in repair, 200 mm size aluminium anodised barrel tower bolts of extruded section all as specified & directed by Engineer-in-charge.
S&F 150 mm size extruded aluminium handle, fabricated type, anodiesed complete all as specified & directed by Engineer-in-charge.
S&F in repair, 150 mm size extruded aluminium handle, fabricated type, anodiesed complete all as specified & directed by Engineer-in-charge.
Demolition of Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, for ashlars facings, dressed stonework, precast concrete articles and precast concrete block walling, complete
Precast cement concrete block masonry with solid blocks PCC 1:3:6, type C1 exc 10cm in width and setting in CM 1:6
Demolition of brick work /stone masonry built in cement mortar incl coping of any description all as specified and directed.
M&L squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified.
ditto but except sotne
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified.
M & L for Keyed pointing to rubble masonry uncoursed or brought up to courses in cement mortar 1:4.
GEMRARAMCONTRACTOR
Dadhich Engineers
AMBEY MAA CONSTRUCTION COMPANY
S R ENTERPRISES
Leelashah Enterprises
S K TRADER
Bhawani Constructions
M/s Shri Inder Construction Company
M/S MAYA CONSTRUCTION COMPANY
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