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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC VILLAGE TAPARIYAN BABINA CANTT BABINA JHANSI UP 284401 | BABINA | JHANSI | UP | 284401 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹7.9 L+₹20,647 (2.69%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹8.0 L+₹31,067 (4.04%)Rejected-AOC CIVIL LINE MATATILA ROAD TALBEHAT DISTT LALITPUR U P | TALBEHAT | LALITPUR | U P | L3 | Rejected-AOC Rejected | |
| 4 | L4₹8.3 L+₹56,455 (7.34%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹8.3 L+₹62,404 (8.12%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹10.0 L
EMD Value
₹19,960
Closing Date
25 Jan 2020, 6:00 pmClosed
AGE I TALBEHAT
AGE I TALBEHAT LAKE VIEW CAMP TALBEHAT PIN-284125
REPAIR/REPLACEMENT OF AC SHEET OF GUN SHED IN ZONE-9B AT MIL STN TALBEHAT
2020_MES_312017_1
AGE(I)/TBT/TOK-46/2019-20
Open Tender
Civil Works
Item Rate
180 days
AGE I TALBEHAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE I TALBEHAT
₹19,960
Yes
7 Feb 2020
4 Jan 2020
28 Jan 2020
4 Jan 2020
25 Jan 2020
15 Jan 2020
Amount
Dismantling AC sheet corrugated or semi corrugated tin roof covering including ridge complete all as specified and directed by Engineer-in-Charge.
Demolition of brick or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete complete all as specified and directed by Engineer-in-Charge.
M&L for 6mm thick asbestos cement, corrugated or semi corrugated sheets in roof ,wall etc fixed with L-type or J-type or cranked hook bolts complete all as specified and directed by Engineer-in-Charge.
M&L for 6mm thick asbestos cement two piece adjustable plain wing ridge fixed with L-type or J-type or cranked hook bolt complete all as specified and directed by Engineer-in-Charge.
M&L for providing plain cement concrete 1:3:6 type C1 using 20 mm graded stone aggregate as kerb or benching to wall complete all as specified and directed by Engineer-in-charge.
M&L for rendering 10mm thick on fair faces of brick work or concrete work finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered surface of wall and applying two coat of cement base paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
M&L for plastering 15mm thick in CM 1:6 on fair face of wall, finished woven and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
S&F pre-painted Galvalume aluminium zinc coating GI based corrugated sheet steel 0.50mm thick on an colour having tensile strength of 550Mpa as in roof covering /cladding to wall, fixed with self-tapping screws complete all as specified and directed by Engineer-in-Charge.
All as per item No.09 above but plain pre-painted Galvalume aluminium zinc coating GI based sheet as in ridge complete all as specified and directed by Engineer-in-Charge.
M&L for hand rails, half round or other stock section or core for wooden hand rails, straight portion, drilled and counter sunk 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 or struts including cutting tops to shape as required, purling and rafter complete including applying one shop coat of zinc chromate primer complete all as specified and directed by Engineer-in-Charge conforming to Fe-290 Grade E-165.
Dismantling timber scantlings 40 sq. cm and over in section, in any position as in un-framed work complete all as specified and directed by Engineer-in-Charge.
M&L for clean sawn 2nd class hard wood as in scantling more than 40 sqcm in sectional area including applying one coat of creosote oil painting fixed to timber/iron frame work complete all as specified and directed by Engineer-in-Charge.
Dismantling AC building board of ceiling of any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge.
S&F of E-board "Everest" make 600x600x4mm thick white prelaminated self-embossed reinforced designer ceiling board tiles of approved texture at all height aid on hot dipped galvanised iron imposed grid with 24mm wide, T-section exposed flanges which shall be powder coated white. The framed work shall comprise of main runner made from 0.33mm thick GI sheet of size 24x32x3000mm and spaced at 1200mm centre to centre screwed fixed to the soffits of structure by hanger as approved at 1200mm maximum centres. Hangers of GI wire 2 run of 2mm dia to be fixed by approved rawl plug, level and jousters and screws etc. The last hanger at the end of each main runner shall be greater than 450mm from adjacent wall flush fitting of 1200mm long cross Tee (with double stitching) to be interlocked between main runners at 600mm centre to centre to form 1200x600mm modules, ceoss Tee longer than 600mm to be supported independently 600x600mm modules to be formed by fitting 600mm long cross Tee centrally between 1200mm cross Tee. The perimeter wall angle shall be of 0.45mm thick GI sheet of size 19x19mm and 3000mm long of white powder coated. All as specified by manufactures instructions finishing the surface by applying two coat of oil bound distemper as required and directed by Engineer-in-Charge.
M&L for preparation of old plastered decorated surfaces of wall and applying one coat of interior emulsion paint complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered surface of wall and applying two coat of oil emulsion distemper over a coat of primer with 3mm thick wall care putty complete all as specified and directed by Engineer-in-Charge.
. M&L for brick work with sub class "B" bricks, modular size straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for preparation of new steel surfaces and applying two coats of synthetic enamelled paint complete all as specified and directed by Engineer-in-Charge.
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
S&F in repairs sheet glass ordinary quality plain ,3mm thick and glazing with oil putty in squares not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-Charge.
Taking down chowkhat or frame with shutter without taking off shutters from the frame, size of shutter not exceeding 1.5 Sqm each complete all as specified and directed by Engineer-in-Charge.
Taking down chowkhat or frame with shutter without taking off shutters from the frame, size of shutter exceeding 1.5 Sqm but not exceeding 4 Sqm each complete all as specified and directed by Engineer-in-Charge.
S&F aluminium powder coated sliding type glazed window shutters fixed open track section 100x38x1.5 mm having 3 tracks with members of window shutter of bearing section 38x12x1.5 mm Make : Jindal/Hindalco including necessary fibre wheel rollers suitable handles/knobs to facilitate sliding (two track shutters consisting of colour tinted glass pane of 5mm thick and one shutter of stainless steel wire mesh 0.36 mm nominal dia of wire and average width of aperture 1.40 mm) and all necessary jointing cleats, glazing clips, rubber packing, galvanize aluminium snap beading etc complete all as specified and directed by Engineer-in-Charge.
S&F anodized aluminium grill or guard bars fixed to aluminium windows weight not less than 2.82 Kg/sqm complete all as specified and directed by Engineer-in-Charge.
S&F in repair 3mm thick sheet glass, ordinary quality and glazing with oil putty in squares n exc. 0.50 Sqm each pane complete with oil putty complete all as specified and directed by Engineer-in-Charge.
S&F in repair stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staple complete all as specified and directed by Engineer-in-Charge.
M&L for pressed steel frames for doors with one or more rebates of size 165mmx60mm ,including necessary fixing lugs ,hinges ,lock strike plate etc complete all as specified and directed by Engineer-in-Charge.
S&F 30mm thick flush door shutter, solid core construction with block board covered with both face veneered with lipping/frame complete all as specified and directed by Engineer-in-Charge.
S&F 250 mm 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 complete all as specified and directed by Engineer-in-Charge.
S&F aluminium anodised barrel tower bolts of extruded section and fixed 200 mm long (ISI Marked) complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm MS butt hinges medium weight, cold rolled mild steel and fixed to door frame complete all as specified and directed by Engineer-in-Charge.
M&L for painting to wooden surfaces with two coats of synthetic enamelled paint over a coat of pink primer on new surfaces complete all as specified and directed by Engineer-in-Charge.
. S&F 35mm thick factory made glazed and Skelton shutter 2nd class hard wood rails and stiles planed framed and open rebated and prepared to receive glass, gauge etc (without sash bars) with cut and mitred beads for securing glass etc size member of shutter as specified in SSR part-I .section and clause 8.24(a) fixed to chowkhats complete all as specified and directed by Engineer-in-Charge.
M&L for aluminium alloy handles 150mm, fabricated type anodized complete all as specified and directed by Engineer-in-Charge.
M&L double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box main body stainless steel cover governing pivot made of brass other part mild steel heavy duty and fixed complete all as specified and directed by Engineer-in-Charge.
S&F in repair Curtain rod Aluminium coloured powder coated fancy type curtain rod 20 to 25mm dia with brackets complete all as specified and directed by Engineer-in-Charge.
S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staple complete all as specified and directed by Engineer-in-Charge
M/S R.S.BUNDELA & SONS
HARNAM SINGH ANIL SINGH
M/s Indu Enterprises
M/S SACHENDRA KUMAR JAIN
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