Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-AOC SKALZANGLING AIR PORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹37.1 L+₹64,240 (1.76%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹43.0 L+₹6.5 L (17.9%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹47.2 L+₹10.8 L (29.5%)Rejected-Finance H NO 411 SECTOR 4 CHANNI HIMMAT JAMMU 180015 J K | JAMMU | JAMMU | J K | 180015 | L4 | Rejected-Finance Being other than lowest | |
| 5 | L5₹49.2 L+₹12.8 L (35.1%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
9 Apr 2022, 6:00 pmClosed
GE 865 EWS
GE 865 EWS, PIN-913 865 C/o 56 APO
REPAIR TO BOUNDARY WALL RETAINING WALLS FENCING AND MISC BR WORKS AT SECTOR B UNDER AGE BR II OF GE 865 EWS
2022_MES_513433_1
865/EWS(NIT-21)/2022-23
Open Tender
Civil Works
Item Rate
270 days
GE 865 EWS
As per tender documents and as per policy in vogue
8 documents required · 8 mandatory
₹500
GE 865 EWS
₹90,000
Yes
26 Apr 2022
12 Mar 2022
11 Apr 2022
12 Mar 2022
9 Apr 2022
26 Mar 2022
Amount
Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles/concrete block walling complete all as specified and as directed by Engr-in-Charge.
M&L for pre cast cement concrete block masonary of 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, exc.10cm in width, set and jointed in cement mortor 1:6 complete all as spd and directed.
M&L for pre cast cement concrete block masonary of 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, using old concrete blocks obtained from the demolition, exc.10cm in width, set and jointed in cement mortor 1:6 complete all as spd and directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, using old stones/boulders obtained from the demolition complete all as specified and as directed.
M & L extra over stone walling of lime or sand stone for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40 mm deep, to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and as directed.
M&L for flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed.
M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed.
Taking down cement plaster of any description on brick or stone walls, concrete surfaces including racking out joints, hacking for key, scrubbing down with water remove dust, debries/rubbish etc, complete all as specified and as directed.
Rendering 15 mm thick on fair faces of brick work or stone masonary work, finished even and smooth (without using extra cement) on walls in cement mortar (1:4), complete all as specified and directed by Engr-in-Charge.
M&L for two coats cement base paint on newly plastered surfaces of wall including preparation of surfaces including curing before and after applying each coat complete all as specified and directed.
Dismantling posts or struts (wooden, steel or RCC) any section embadded in concrete, brick work etc including taking out embedded portion.
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 not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 metre and making good the disturbed grouind, in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.
M&L Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in sub base, foundation, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge. complete all as specified and directed by Engineer-in- Charge.
Mild steel bolts machine made with hexagonal or square head one end each screwed other end to be fitted with washers and one hexagonal or square nut, exc 10 cm but not exc. 20cm long and dia of neck exc 11 mm but n exc 15 mm dia complete all as specified and as directed by Engineer-in-Charge.
4mm dia galvanised steel wire, 150 x 100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling all as specified and as directed.
TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed by Engineer-in-charge.
Preparation of new or previously untreated steel or steel based surfaces of any description not otherwise described not exc 10 cm in width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide or zinc chrome primer complete all as specified and directed by Engineer-in-Charge
S&F MS works as of angles or tees, fixed independently cut to shape drilled incl. bending and welding angles of grade 410-Fe including dismantling of unserviceable steel work all as specified and directed.
S&F punched tape concertina coil as per IS 4454 with galvanised coating thickness of 230mm Gm/Sm and punched tape as per IS 513 deep drawn quality with a galvanising coating thickness of 12 micron minimum having 50 nos of fixed in position and secured to both sides of shaped angle iron post with 2.642mm GI wire (concertina coil weighting 15Kg approx per coil stretchable to 8 to 9m length including dismantling of damaged concertina coil complte all as specified and as directed.
S & F in repairs 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 or tying at crossings with and provision of galvanised MS wire staple or steel pins etc as directed (each line wire to be measured.) complete all as specified and directed.
Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165 including dismantling of unserviceable steel work complete all as specified and as directed
Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 including dismantling of unserviceable steel work complete all as specified and directed by Engineer-in-Charge.
Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections, conforming to Fe 410-W (Gde-E- 250) quality-A including dismantling of unserviceable steel work complete all as specified and directed by Engineer-in- Charge.
Welding in repairs n. exc 2.5cm in, Thickness of Metal to be welded exc. 20mm but n.exc 25mm length complete all as specified and directed by Engr-in-Charge.
PCC 1:2:4, type b-I (using 20mm graded crushed stone aggregates, as 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 not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and as directed.
Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and Removing demolished material to a distance and depositing out site of MoD land Where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) 100 mm thick sub base, sub floor and pavings complete all as specified and directed.
M & L PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in surface chanels and drain, complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc (inner girth only measured) all as specified and as directed.
Material for factory made precast PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregates, as in kerb stone of size 300 x 300x 100mm thick (width and depth of kerb stone shall be 100mm & 300mm respectively) set in CM (1:4) inclduing necessary form works and earth work complete all as specified and directed by Engr-in-Charge.
Preparation of newly plastered or undecorated surfaces of walls or concrete surfaces of walls and applying two coats of plastic emulsion paint white or any tinted on walls, filling gaps by putty after washing rubbing down and stopping of distermpered surfaces, over a priming paint plaster coat complete all as specified and directed by Engr-in-charge.
Preparation of old decorated surfaces of walls and applying one coat of plastic emulsion paint white or any tinted on walls, filling gaps by putty after washing rubbing down and stopping of distermpered surfaces, complete all as specified and directed by Engr-in-charge.
Demolition 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 as directed.
M&L for 20 mm thick granite (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 laid over and including 20 mm thick cement screed bed in CM 1:4 complete all as specified and as directed.
S&F 0.63 mm thick corrugated Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with cwith L-type or J-type or cranked hook bolts with washers, in roofs, walls etc. with grade of zinc coating 275 including dismantling plain or corrugated steel sheeting any guage thickness including nanital or similar pattern complete all as specified and directed.
Fixing only 0.63 mm thick corrugated Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with cwith L-type or J-type or cranked hook bolts with washers, in roofs, walls etc. including dismantling plain or corrugated steel sheeting any guage thickness including nanital or similar pattern complete all as specified and directed.
S&F 0.8mm thick plain Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 indlucing dismantling palin or corrugated sheeting any gauge thickness including nanital or similar pattern complete all as specified and directed.
Prepainted colored profiled Galvalume/Zinc coated steel sheet with min 0.50mm TCT confirming to IS-513 (AZ-150 GSM, AL Zn alloy mettalic coating 550 MPA yield stress as per AS-1397), as in roof covering/cladding to wall fixed with self tapping screws colour/exterior coat of silicon modified polyster/BHP x RW paint system 20 micron top coat applied over 5 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer, all fixed with Galvanised self drilling/self-tapping fastener (12-14 x 55 with EPDM seals) indlucing dismantling palin or corrugated sheeting any gauge thickness including nanital or similar pattern complete all as specified and directed by Engr-in-Charge Make : Tata Blue Scope Steel Ltd/JSW Steel Ltd/CRIL
Prepainted colored plained Galvalume/Zinc coated steel sheet with min 0.50mm TCT confirming to IS-513 (AZ-150 GSM, AL Zn alloy mettalic coating 550 MPA yield stress as per AS-1397), as in roof covering/cladding to wall fixed with self tapping screws colour/exterior coat of silicon modified polyster/BHP x RW paint system 20 micron top coat applied over 5 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer, all fixed with Galvanised self drilling/self-tapping fastener (12-14 x 55 with EPDM seals) indlucing dismantling palin or corrugated sheeting any gauge thickness including nanital or similar pattern complete all as specified and directed by Engr-in-Charge. Make : Tata Blue Scope Steel Ltd/JSW Steel Ltd/CRIL
M&L providing and fabrication of aluminium composite pannels of 4mm to 6mm thick exterior graded in wall/column panelling cladding with PVDC coating over aluminium frame of section 37.5mm x 25mm x 1.6mm fixed on wall/coloumn, as per manufacture instruction colour/pattern approved by GE, fixed in repairs complete all as specified and as directed.
S&F 2mm Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L type J type hooks or cranked bolts and washer in roof, wall etc complete all as specified and directed.
M&L for 2nd class soft wood clean sawn as in scantling fixed with nails, framed and fixed including dismantling timber scantling 40 sqcm and over in section, in any position as in framed work complete all as specified and directed.complete all as specified and directed.
M/S LEO TRADERS
M/S GLOBAL ENGINEERS
Mehar Enterprises
HIMANSHU TRADERS
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 .