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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.7 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹31.6 L+₹68,460 (2.21%)Rejected-Finance H NO 1395 SECTOR 21 PANCHKULA 134112 HARYANA | PANCHKULA | HARYANA | 134112 | L2 | Rejected-Finance OTHER THAN LOWEST. | |
| 3 | L3₹32.8 L+₹1.9 L (6.04%)Rejected-Finance BRAJANATHCHAK TOWNSHIP HALDIA HALDIA HALDIA | MEDINIPUR EAST | WEST BENGAL | 721605 | L3 | Rejected-Finance OTHER THAN LOWEST. | |
| 4 | L4₹33.0 L+₹2.1 L (6.65%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST. | |
| 5 | L5₹34.0 L+₹3.0 L (9.82%)Rejected-Finance H NO 411 SECTOR 4 CHANNI HIMMAT JAMMU 180015 J K | JAMMU | JAMMU | J K | 180015 | L5 | Rejected-Finance OTHER THAN LOWEST. |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
4 Mar 2023, 6:00 pmClosed
GE 865 EWS
GE 865 EWS, PIN-913 865 C/o 56 APO
SPECIAL REPAIR OF BLDG NO P 67 P 70 P 73 P 60 AT FPD AND CONSTRUCTION OF TEMPORARY STORAGE ACCN AT SITE UNDER AGE BR II OF GE 865 EWS AT LEH
2023_MES_580239_1
865/EWS(NIT-96)/2022-23
Open Tender
Civil Works
Item Wise
180 days
GE 865 EWS
As per tender documents and as per policy in vogue
9 documents required · 9 mandatory
₹500
GE 865 EWS
₹92,000
Yes
31 Mar 2023
10 Feb 2023
9 Mar 2023
10 Feb 2023
4 Mar 2023
25 Feb 2023
Amount
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
M & L for joint free Non-Skid coloured ceramic coloured tiles, first quality, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed or bedding layer in Cement Mortar 1:4 for laying floor finishes complete all as specified and directed.
M&L for (350mm x 250mm x 7mm/450mm x 350mm x 7mm thick) coloured glazed ceramic tiles, first quality, set and jointed in neat cement slurry and pointed with white or coloured cement mixed with pigments.(Note: Any disturbed surfaces shall be matched w/o any extra cost to the govt) including 10mm thck screed bed below tile for dado/skirting CM 1:4 complete all as specified and as directed.
S&F 32mm bore 3-layer PP-R Polypropylene random copolymer concealed pipes SDR 7.4 (PN 16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass treaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. including taking up or down steel tubing 32mm bore including cleaning for refixing or removal to store. complete all as specified.
S&F 25mm bore 3-layer PP-R Polypropylene random copolymer concealed pipes SDR 7.4 (PN 16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass treaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. including taking up or down steel tubing 32mm bore including cleaning for refixing or removal to store. complete all as specified.
S&F 25mm outer dia PPR Gate valve (Brass insert) conforming to ISO 2000 high pressure with epoxy coated aluminium rod and high density plastic ball screwed for PPR pipe or for union and fixed as per requirement of site completely all as specified and directed by the Engr-in-Charge.
15mm bore bib tap, (minmum weight 350 gms), chromium plated, fancy type, cast copper alloy with crutch or butterfly handle screwed down, screwed for iron pipe or for brass ferrule, fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
Grating doom 100mm dia of chromium plated (minimum weight 60gms), fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
Chromium plated, fancy type Stop valve/cock, cast copper alloy, screwed down, high pressure with handle, chromium plated, screwed end for iron pipe or for union and fixed, suitable for 15 mm bore pipe, fixed in repairs, complete all as specified and directed by Engineer-in-Charge.
10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets with twin flush provision and 32mm dia PVC flush pipe complete, fixed in repairs all as specified and as directed by Engr-in-Charge.
Vitreous china water closet, 'Orissa' pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including P or S trap connection to trap, anti syphonage pipe etc. complete fixed in repairs, including bedding with PCC 1:2:4 type B-1 using 20 mm grade stone aggregate complete all as specified and as directed by Engr-in-Charge.
PVC connections 15 mm size with PTMT nuts of length 600 mm, complete all as specified and diected by Engr-in-Charge.
Tubular towel rail,aluminium anodised, 20mm dia, D type, 600mm long of between flanges fixed in repairs complete all as specified and diected by Engr-in-Charge.
S&F in Repair Vitreous China Urinal full stall type white (excluding flushing cistern flush pipe and wast pipe) Vitreous China Urinals bowl type (back or corner wall type), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2 securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing automatic flushing cistern with brackets, flush pipe grating and union for discharge pipe complete all as specified and directed.
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 specified and 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.
M&L for 15mm thick rendering in CM (1:6) on other than fair faces of brick work or stone masonary work, finishing the surfaces with even and fair without using extra cement complete all as specified and directed.
M&L for rendering 15mm thick rendering in cement mortar 1:4 on fair faces of brick walls or on concrete surfaces, finished even and fair without using extra cement in complete all as specified and as directed.
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 over a coat of chalk whiting complete all as specified and directed.
Preparation of newly plastered surfaces of walls and applying two coats of distempering with oil bound distemper white or any tinted on walls, filling gaps by putty after washing rubbing down and stopping of distermpered surfaces, over a coat of primer complete all as specified and directed by Engr-in-charge.
600 mm x 450 mm mirror of thickness 5/5.5mm of slected quality glass, mounted on 6 mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete, fixed in repairs all as specified and as directed by Engr-in-Charge.
Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for 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 providing precast cement concrete type B1, 1:2:4 using 20mm graded aggregate as in landings, cover slabs (for man holes etc) and similar articles with plain faces and setting in cement mortar 1:6 complete with joints to match including use of necessary formwork all as specified and directed. Note : S&F reinforcement shall be measured and paid separately.
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.
Material and labour for Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate for 300 mm bore pipes complete all as specified and directed.
S&F 300mm dia bore (inner dia),double wall corrugated HDPE pipe (SN-8), in any length including all fitting and jointing with eastomeric rubber link and cuppler/other jointing material, laid in trenches or in floors, including demolition and breaking up old drain pipes of any dia/bore salt glazed ware (SWG/AC/PVC/NP) complete all as specified and as directed by Engr-in- Charge.
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 150mm bore pipes, complete all as specified and as directed by Engr-in-Charge.
M&L for plain cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) in surface channels and drains complete all as specified and directed.
Supply only liquid Water Proofing compound complete all as specified and directed.
Viterous china wash basin, white flat back size 550 x 400mm including waste coupling CP 32mm dia and CI brackets of iron 65 x 65 x 6mm embedded in PCC block with PCC 1:2:4 type B-1 and PVC waste pipe 32mm dia & CP grating with holes fixed in repairs complete, all as specified and as directed by Engr-in-Charge.
15 mm dia bore pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.
S&F 0.63 mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with L-type or J-type or cranked hook bolts 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.
S&F 0.80mm thick 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 including dismantling plain or corrugated sheeting any gauge thickness including nanital or similar pattern complete all as specified and directed.
M&L for two coats of synthetic enamel paint on new galvanised corrugated sheets incl preparation of new zinc or galvanised surface to receive paint over a coat of red oxide primer after applying a treatment with mordant solution to remove the galvanisation of CGI sheet complete all as specified and directed.
Excavating over areas, n exc 1.5 m deep and getting out hard/dense soil complete all as specified and directed.
Excavation over area exc 1.50 m deep and n exc 3.00m in depth and getting out in hard/dense soil complete all as specified and directed.
Excavating in trenches, n.exc 1.5 m wide and exc 3.0m but not exceeding 4.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.
Excavating in trenches, n.exc 1.5 m wide and n.exc 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-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.
Returning filling in (soil) including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in any type of soil complete all as specifed and as directed by Engineer-in-Charge.
Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specifed and as directed by Engineer-in-Charge.
Excavating in trenches, n.exc 1.5 m wide and n.exc 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) 100 mm thick as in foundation filling and mass concrete complete all as specified and directed.
M&L for preperation of new concrete /plastered wall surface of any description, applying three coat of white wash complete all as specified and as directed
S&F Rolled mild steel work, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) conforming to Fe.410-W. Gde-E-250 quality A complete all as specified and as directed.
S&F Mild steel 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 complete all as specified and as directed.
S&F rolled mild 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 complete all as specified and as directed.
S&F rolled mild steel work in 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 complete all as specified and as directed.
M&L PCC 1:3:6 type C-1 (using 20 graded crushed stone aggregate ) as in , Lintels upto 1.5m clear span cills steps seismic and other similar bands plinth courses string courses laching courses parapets and railing upto 60cm in heingh coping bencing kneelers apex stones bed plates kerbs not provided water troughs and the like including weathering slightly rounded or chamfered angles and throating as directed as directed complete all as specified and directed.
M&L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) 100 mm thick as in floor complete all as specified and directed.
M&L for glass dividing strips, 3mm thick 38mm width of strip complete all as specified and directed
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering or fixed to wall with self tapping screws complete all as specified and directed by Engr-in-Charge.
S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ wall cladding fixed with self tapping screws complete all as specified directed.
R B TRADERS
M/S MA CONSTRUCTION Co
M/S MUNEER HASSAN AKHON
Mehar Enterprises
bharat construction
Rampal Singh Contractor
SATISH KUMAR AND SONS
D S constructions
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