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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.9 L+₹31,945 (1.48%)Rejected-Finance | L2 | Rejected-Finance Not being Lowest | |
| 3 | L3₹24.2 L+₹2.6 L (12.0%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L3 | Rejected-Finance Not being Lowest | |
| 4 | L4₹24.6 L+₹3.0 L (14.0%)Rejected-Finance GANDHI CHOWK MANIPURA JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L4 | Rejected-Finance Not being Lowest | |
| 5 | L5₹24.9 L+₹3.3 L (15.2%)Rejected-Finance JAISALMER | JAISALMER | RAJASTHAN | 342310 | L5 | Rejected-Finance Not being Lowest |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
2 Sept 2021, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
REPAIR TO ROOF TREATMENT, RCC OHT AND CONNECTING B/R ITEMS IN ZONE-II AT MIL STN JAISALMER UNDER GE (A) JAISALMER
2021_MES_462893_1
8125/21-22/E8
Open Tender
Civil Works
Item Rate
180 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Army Jaisalmer
₹50,000
Yes
29 Mar 2022
26 Jul 2021
4 Sept 2021
26 Jul 2021
2 Sept 2021
9 Aug 2021
Amount
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
S&F Heat resistant Tarrace tiles (300x300x20mm thick) with SRI (Solar refractive index) >0.78, solar reflection >0.70 and initail emittance > 0.75 on water proof and sloped surface of terrace, laid on 20mm thick cement sand mortar in the ratio of 1:4 (01 cement:4 coarge sand) grouting the joint with mix of white cement of marble powder in ratio of 1:1 , including rubbing and polishing of the surface up to 3 cut, complete including providing skirting up to 150mm height along the parapet walls in the same manner, complete all as directed.
M&L for 25mm thk PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in subbase of floors & finishing the surface even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 25mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregates as in flooring complete all as specified and directed by Engineer-in-charge.
M&L for 10mm thick rendering in CM 1:4 for backing coat for laying wall tiles complete all as specified and directed by Engineer-in-charge.
M&L for 15mm thick screed bed or bedding layer of cement mortar in CM 1:6 for laying floor finish complete all as specified and directed by Engineer-in-charge.
Material and labour for 300x300x7mm thick non skid joint less (vertical joints) ceramic floor tiles coloured set and jointed in neat cement slurry and pointed in coloured cement as in floor complete all as specified and directed by Engineer-in-charge.
Material and labour for 450 x 350 x 7mm thick joint less (vertical joint) glazed ceramic tiles coloured set and jointed in neat cement slurry and pointed in coloured cement as in skirting/dado complete all as specified and directed by Engineer-in-charge.
S&F vitrified ceramic tiles light shade /double charged/ultra charged as directed, 10mm thick (square /rectangular), coloured, polished ,area of each tile exceeding 0.18 sqm but not exceeding .36 sqm ( actual size of tile shall be 600x 600x8mm thick), in floors etc. set with and incl provison of suitable chemical adhesive of 3mm thickness (usage of adhesive shall not be less than 3 Kg/ sqm) and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles & floor tiling incl chemical complete all as specified and directed.
Demolition of cement concrete in ground floor. & paving exc. 15 cm thick below or above ground level complete all as specified and directed by Engineer-in-charge.
M&L for 75mm thick cement concrete 1:3:6 type C-2 using 20 mm graded stone aggregate as in sub base of flooring/ hardstanding complete all as specified and directed by Engineer-in-charge.
M & L for even spreading of 25 mm thick layer of sand cushioning complete all as specified and directed by Engineer-in-charge.
M&L machine pressed precast concrete interlocking paver block glossy finish any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment complete all as specified and directed by Engineer-in-charge.
M&L plain cement concrete type C-1, 1:3:6 (using 20 mm graded stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges , in lintels upto 1.5 m 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 etc complete all as specified and directed by Engineer-in-charge.
Dismandling structural steel wroks including door gates etc complete all as specified and directed by Engineer-in-charge.
S&F Rolled Mild steel Joint, channel, angle or tee sections fixed independently, without connection plates, etc (cut to ordinary lengths etc Fe 410-W(Gde E-250) A qty complete all as specified and directed by Engineer-in-charge.
S & F Rolled Mild Steel Framed work as in doors or Gates of angle or other section confirming to Fe 410 - S, with gusset plates, rails braces, etc., complete, drilled for fixing of steel sheeting or other covering and hanging and fixing complete all as specified and directed by Engineer-in-charge.
Dismantling plain or corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern in roof covering complete all as specified and directed by Engineer-in-charge.
S&F Pre-engineered galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.
Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water, any description complete all as specified and directed by Engineer-in-charge.
Material and labour for 15 mm thick rendering in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Material and labour for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Material and labour for 05 mm thick rendering in ceiling in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for preparation of newly plastered surfaces of wall externally and applying two coat of cement base paint over a coat of primer complete all as specified and directed by Engineer-in-charge.
Material and labour for applying three coat of white wash (lime) surface of ceiling including preparation of new plastered surface of ceiling complete all as specified and directed by Engineer-in-charge.
M&L for Preparation of new surfaces of walls and applying two coat oil bound distempering over a coat of chalk whiting , preparation to distempring complete all as specified.
Taking down Chowkhats or frames with shutter (without taking off shutters from the frames)not exc. 1.5 sq. m each and removing to store complete all as specified.
S&F 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 ‘C’ channel having a PVC sheet strip of 20mm width stuck 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, suppling & fixing in the frame at site as per specification & drawing.
S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing, complete all as specified.
S&F Butt hinges 75 mm size medium weight cold rolled mild steel and fixed complete all as specified and directed by Engineer-in-charge.
Supply and fixed aluminium handles, cast type, anodised 150 mm size complete complete all as specified and directed by Engineer-in-charge.
Supply and fixed aluminium handles, cast type, anodised 125 mm size complete all as specified.
S&F 150 mm aluminium anodised barrel tower bolt of extruded section and fixed, complete all as specified
S&F 250 mm aluminium anodized sliding door bolts, ISI marked, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloy and fixed complete all as specified and directed by Engineer-in-charge.
Dismantling Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and directed by Engineer-in-charge.
M&L for 35mm thick precast cement concrete louvers and jallies type C-0 (1:3:6) using 12.50mm graded aggregate (measured solid), including all mouldings set in cement mortar 1:4 all as directed.
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
S&F in repairs aluminum anodised /power coated partition wall of aluminum section 100mm x 44mm x 2mm thick frame rectangular section and panel of PVC sheet or prelaminated board in bottom panel and 5.5mm thick sheet glass in top panel with rubber lining and aluminum beading around length including necessary fixing arrangement for bottom and top member of aluminum frame in floor/PCC/Brick work as per site requirement with rawl plug etc, including chromium plated steel screws 60cm centre to centre all as specified and directed by Engineer-in-Charge (Note : Cost of PVC panel or prelaminated board and sheet glass shall deemed included in the unit rate of this item)
Supply fabricating and fixing in repair of aluminium door powder coated of extrusion aluminium section including frame work complete, consisting of frame vertical and horizontal members, of size 104mmx44.45mmx1.8mm thick. Vertical style of door shutter of size 85mmx44.45mmx1.8mm thick. Top, middle and bottom rial of size 85mmx44.45x1.8mm thick and fixing 5 mm thick plain/tinted sheet glass of Modi guard/Atul or prelaminated particle board 9 to 10mm thick of make Kit Ply with aluminium bedding and rubber gasket/beading including frosted film as desired fixing of hydraulic floor spring one in single leaf or two nos in double leaf door of Make Kelvin/Evershine. One mortice lock for aluminium door (each) and two aluminium tower bolts for each door. Fixed with rawl plug including rectification of floor/wall to match the existing surfaces. All as specified and as directed by Engineer-in-Charge at site. (Cost of sheet glass/frosted film & sun control film shall be included in the unit of this item)
S&F of powder coated aluminum sliding window comprising of sliding runner of three way (track), consisting of two sliding shutter duly fitted with 5.0 mm thick galss and one shutter duly fitted with stainless steel wire cloth of 0.36 mm nominal dia of wire & average width of aperature 1.4 mm with and incl necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc and down push type locking arrangement in glass shutter, incl necessary fixing arrangement i.e. rawl plug etc, complete all as directed. Make of Section : Jindal / TATA / Hindalco.
S&F Double action floor spring hydraulically regulated made up 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 approved by Engr-in-Charge
Dismantling boarding, any description, fixed in any position with nails complete all as specified and directed by Engineer-in-charge.
Supply & fixing of false ceiling in step (s) comprising of 12 mm thick Gypsum board including GI frame work for seamless ceiling made of GI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/ intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 M length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including two coats of plastic emulsion paint complete all as directed. Make: False Ceiling - Armstrong /gypboard/ Anchorlam Anchor. Gypsum Board: Gyproc/ lafarge boral /India gypsum (Note : The measurement shall be made from wall to wall without considering step(s)/overlap at steps)
S&F in repair solid PVC wall lining consisting of 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on and including 5mm thick PVC sheet fillets of width 50mm for wall paneling inclusive of fixing on wall to make frame as per specifications complete all as directed by Engineer-in-charge.
Demolition of cement concrete (un reinforced) in any description and in any position not otherwise specifically provilded complete all as specified and directed by Engineer-in-charge.
M&L for applying primer coat with two coats of acrylic based polymer modifed cementitious elastmeic flexible composite coating system, Make CICO TAPECRETE-P 151 and equivalent in fosroc/bostic/pidilite mixed with neat fresh cement in the ratio 1:1 by weight and as directed by the Engineer-in-Charge.
M&L for applying polyurethane based tar extended seamless elastomeric protective system conforming to ASTM C-836-03 and ATSM C-898-09 ideally suited for water proofing of roof walls and foundation. Make : CICO CORCHEM 2061/fosroc /bostice/ pidilite and equivalent and the following the single component solvent based polyurethane compound CORCHEM 2P and equivalent as a primer before application complete all as directed by the Engineer in Charge.
M&L rendering 10mm thick in CM 1:4 finished fair and even with WPC @ 3% by wt of cement complete all as specified and directed by Engineer-in-charge.
Supply only water proofing compound complete all as specified and directed by Engineer-in-charge.
M.D. CONSTRUCTION CO.
M/s Shri Inder Construction Company
BHAGWATI CONSTRUCTION
M/S MAYA CONSTRUCTION COMPANY
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