Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹40.6 L+₹2.5 L (6.59%)Rejected-Finance | L2 | Rejected-Finance Other than lowest |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
8 Jan 2024, 6:00 pmClosed
GE Gurdaspur
Garrison Engineer, Gurdaspur (Tibri)
Spl repair to sewage line, manholes and connected works to OTM accn and provn of wire mesh door and box type steel window in bldg No P-02, P-03, P-05 and P-06 in OTM accn at Tibri Mil Stn under GE Gurdaspur.
2023_MES_632134_1
GE GSR-69/20234-2024
Open Tender
Civil Works
Item Rate
240 days
GE Gurdaspur
As per Tender Documents
8 documents required · 8 mandatory
₹500
GE Gurdaspur
₹84,000
16 Feb 2024
11 Dec 2023
15 Jan 2024
11 Dec 2023
8 Jan 2024
26 Dec 2023
Amount
Taking down cement plaster on brick, concrete or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. of any description complete all as specified and directed.
M&L for 12mm thick cement rendering in cm 1:6 on other than fair faces of brick or concrete surfaces, finished the surfaces even and smooth without using extra cement complete all as specified.
M&L for 15mm thick rendering in cement mortar 1:4 on fair faces of brick or concrete surfaces of walls, finished surface even and fair with WPC upto ht. 12m complete all as specified and directed by Engineer-in-Charge. Note : WPC shall be measured and paid separately
Supply only integral water proofing compound
M&L preparation of new plaster surface and applying two coats of Oil bound distemper of wall over a coat of primer on wall complete all as specified and directed.
M&L preparation of new plaster surface and applying two coats of cement base paint of wall complete all as specified and directed.
S&F steel window box type made of ERW tube, hollow P section of size 60mmX25mm double rebated outer frame comprising double skeleton shutters i.e. guaged & glazed, shutter frame of ERW tube P section size 50mmX20mm with two openable leaf for each shutter consisting two Nos sash bar of T-section 20mmX3mm welded to frame with one vertical mullion of ERW box type T-section of size 60mmX25mm and FI 2mm thick welded/ screwed to frame for fixing of wire gauge including MS guard bars, fittings and fixtures welded to frame/ shutters as given below and all as shown on drg No. CEJZ/TD-1020/08 Sh 1/3 to 3/3 including one shop coat of red oxide primer and two coats of synthetic enamel paint and taking down old existing window complete:- (i) Thickness of the sheet shall be of 18 gauge (ii) Hold fast,150mm long of flat iron 12mmX3mm- 04Nos per window (iii) Handle of Z section 20mmX25mm,100mm long-01Nos per leaf (iv) MS Tower bolt 150mm long-02 Nos per leaf (v) Z section 20mmX25mm,100mm long stopper -01 Nos per leaf (vi) Cleat 55mm long of hollow square 15mmX12mm -01 Nos per leaf (vii) MS pintol hinges size 75mmx12mm- 2 Nos. per leaf (viii) Making good dismantled portion in PCC 1:2:4 type B-1 for hold fasts (four Nos for each window). Note: Wire cloth, glass, shall be measured and paid for separately
S&F 4mm thick sheet glass ordinary quality and glazing with oil putty in squares n.exc 0.50 Sqm each pane complete all as specifiwd and directed.
Taking down chowkats with shutter exc 1.50 Sqm but n exc 4.00 sqm each (without taking off shutter for the chowkats) complete all as specified and directed.
Taking down shutter of any description exc 1.00 Sqm but n.exc 2.00 Sqm each complete all as specified and directed.
S&F 35 mm thick factory made Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as specified and directed.
S&F 35mm thick second class hard wood (Hollock), glazed and skeleton shutters, open rebated and prepared to receive glass, gauge etc (without sash bars) edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc, sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24(a) supplied and fitted to chowkats complete all as specified and directed.
Supply and fix for pressed steel frames of size 125 mm x 60 mm for doors with one or more rebates including necessary lugs, hinges, lock strike plate, including one shop coat of red oxide primer and two coats of synthetic enamel paint and preparation of surfaces complete all as specified and as directed.
S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm including beads all as specified and directed.
M&L for preparation of new wooden surface exc 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed.
S&F Aluminium anodized barel tower bolt of extruded section 150mm long ISI marked complete all as specified and directed.
S&F aluminium alloyed handle fabricated type anodized of size 150 mm long complete all as specified and directed.
S&F Aluminium alloy, anodised, 300 mm 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.
S&F 300 mm long mild steel ordinary rat tail rod pattern spring, including roller and roller plate including fixing through welding/ bolts/ screws in metal/ wooden frame complete all as specified and directed. .
Demolition of brick work or stone/boulder masonry built in cement mortar incl all quoins, arches, pillars & precast concrete masonry etc complete all as specified & directed.
M&L Brickwork with old size subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM1:6 complete all as specified & directed by Engr-in-Charge.
M&L Brickwork with old size sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified & directed by Engr-in-Charge.
S&F 18 mm thick plywood , grade BWR, laminated on both side with decorative choice lamination, fire resistant, moisture resistant type fixed with screws to timber/ steel frame work including 6mm thick lipping fixed with nails on all sides complete all as specified and directed.
S&F in repair 25 mm thick Block boards, grade 1 quality, interior grade, laminated on both faces with decorative choice lamination, fixed with screws to steel frame work, for shelves etc. complete all as specified and directed.
S&F mild steel work Fe 290 (Gde-E- 165) in framed work as in door frame, shutter or gates of angle iron or other section with gusset plates,rails,braces etc complete drilled for fixing of steel sheeting or orther covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastening complete all as specified and directed
M&L PCC 1:2:4 type B-0(using 12.50mm graded crushed stone aggregate) as in back filling of chowkhats/ frame complete all as specified and directed.
M&L for cutting holes in brick walls built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar (1:3) or cement concrete 1:2:4 type-B-1, depth of embedded portion of hold fast or lugs mesured from the face of the jamb into the wall exc. half brick but not exc. one brick complete all as directed.
M&L for preparation of new painted on steel surface exc 10cm width or girth and applying two coat of synthetic enamel paint with one coat of primer red oxide complete all as specified and directed.
S&F 100mm size medium weight mild steel butt hinge fixed with metal surface through bolt or weld or with screw complete all as specified and directed.
S&F aluminium alloyed handle fabricated type anodized of size 100 mm long complete all as specified and directed.
S&F 75mm size hasp and staple safety type aluminium anodised hinge pin including bolt to hinge plate and fixed with screw complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil.
Excavating in trenches, n exc 1.5 m wide, exc 1.5m and n exc 3.00m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 3.00 m in depth and getting out in soft/loose soil.
Returning filling in the soil including spreading, levelling, watering and well ramming in layers n.exc 25cm thick each layer complete all as specified and directed.
Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.
Demolition and breaking up 150 mm drain pipes (SGSW/AC/reinforced concrete) set in cement mortar and taking out from trenches.
Demolition and breaking up 200 mm drain pipes (SGSW/AC/reinforced concrete) set in cement mortar and taking out from trenches.
M&L SGSW pipes 150mm bore grade 'A' laid and jointed to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting and testing complete all as specified and directed.
M&L reinforced concrete drain pipes NP3 150mm bore laid and jointed to level or to falls, in trenches, on concrete bed and all necessary extra joints, waste and cutting and testing complete with collars as specified and directed.
M&L reinforced concrete drain pipes NP3 200mm bore laid and jointed to level or to falls, in trenches, on concrete bed and all necessary extra joints, waste and cutting and testing complete with collars as specified and directed.
M&L for 10 cm PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under, and haunching against the sides of SGSW/ reinforced concrete drain pipes 150mm bore, after the pipes have been laid and tested including any necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed.
M&L for 15 cm PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under, and haunching against the sides of SGSW/ reinforced concrete drain pipes 200mm bore, after the pipes have been laid and tested including any necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed.
M&L rendering 15mm thick on fair faces of brick or concrete surface in CM 1:4, finished even and fair complete all as specified.
M&L for prepration of newly plastered/un plastered surfaces of wall and applying two coats of white wash complete all as specified and directed.
Demolition reinforced cement concrete of any description and in any position not otherwise specically provided (reinfocement cut as required to facilitate demolition) and removing the demolished material complete all as specified and directed.
M&L for pre cast RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slab for manhole and similar work etc complete all as specified and directed.
M&L TMT bars 6 mm dia and over cut to length bent to shape required including crancking spirally for hooking ends and binding with and including MS wire annealed n.less than 0.9mm dia complete all as specified.
M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in mass concrete, foundation of manhole complete all as specified and directed.
M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channel and drain etc. complete all as specified.
M&L for 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 complete all as specified and directed .
Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L 75 mm thick, PCC (1:4:8), type D-2 (using 40 mm graded stone aggregate), as in sub base under floor to raise level complete all as specified.
M&L for 75mm thick cement cocnrete type C-1 (1:3:6) (20mm graded aggregate) as in plinth protection finishing the surface even and fair complete all as specified and directed.
M&L for 60 mm thick PCC (M-35) factory made coloured interlocking tiles/ paver block of shape/ size as conforming to IS 15658, with grey cement and pigment, joints filled with fine sand, including dismatling of existing tilee/ paver blocks complete all as specified and as directed.
M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
Dismantling of cast iron, PVC or drain pipes, jointed in cement mortar and taking out of trenches & Wall, complete all as specified and directed.
S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall/floors upto 12m ht. all as specified & directed.
S&F PVC(SWR) 110mm bore bends any radius complete all as specified and directed.
S&F PVC (SWR) 110 mm dia junction single,(Single T) equal or unequal complete all as specified and directed.
S & F Stack clamps (110 mm pipe) out of 20 mm by 1.5 mm galvanised Mild steel incl stays, bolt and nuts and securing ends of stays to wall or roof complete all as specified and directed.
A Schedule of Credit for old/unserviceable demolished/ dismantled items has been catered for in the tender. The Schedule of Credit is pre-priced by MES. The final amount of the tender shall be arrived at after deducting the total amount of Schedule of Credit from the total amount of BoQ as per General Summary sheet catered for after Schedule of Credit.
Harbhajan electric co
stage.html
html • 0.04 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 .