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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 LAccepted-AOC H NO 411 SECTOR 4 CHANNI HIMMAT JAMMU 180015 J K | JAMMU | JAMMU | J K | 180015 | ₹48.3 L Quoted ₹49.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹49.8 L+₹70,001 (1.42%)Rejected-Finance | ₹49.8 L+₹70,001 (1.42%) | L2 | Rejected-Finance Rejected due to bidder not L1 |
| 3 | L3₹49.9 L+₹72,421 (1.47%)Rejected-Finance | ₹49.9 L+₹72,421 (1.47%) | L3 | Rejected-Finance Rejected due to bidder not L1 |
| 4 | L4₹49.9 L+₹75,631 (1.54%)Rejected-Finance | ₹49.9 L+₹75,631 (1.54%) | L4 | Rejected-Finance Rejected due to bidder not L1 |
| 5 | L5₹49.9 L+₹75,949 (1.55%)Rejected-Finance | ₹49.9 L+₹75,949 (1.55%) | L5 | Rejected-Finance Rejected due to bidder not L1 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
24 Mar 2020, 6:00 pmClosed
GE 865 EWS
GE 865 EWS
REPAIR TO BOUNDARY WALL SECURITY FENCING AND OTHER ALLIED WORKS UNDER GE 865 EWS AT LEH
2020_MES_330238_1
865/EWS-116/2019-20
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS
As per NIT
7 documents required · 7 mandatory
₹500
GE 865 EWS
₹90,000
Yes
24 Apr 2020
2 Mar 2020
26 Mar 2020
2 Mar 2020
24 Mar 2020
16 Mar 2020
Amount
Demolition of cement concrete in ground floor and pavings n.exc 15cm thick below or above ground level and removing demolished material out of Military station.
Demolition of cement concrete in any description and any position not otherwise specifically provided for.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), all as specified and as directed
Dismantling chain link fencing/expanded metal or mesh exceeding 4kg/Sqm fixed in steel, wood fillets, concrete post etc. of any description.
Dismantling wrought iron or mild steel work of any description not otherwise provided for.
Demolition of stone slabs and tiles of any description or thickness in floors aprons etc.laid bedded and pointed in any mortar.
Demolition of bricks (laid flat or on edge) or interlocking tiles in floors, channels, kerbs, aprons, etc laid dry of laid dry and pointed.
Demolition of precast concrete block walling built in cement mortar including all quoins, arches , pillars etc all as specified and as directed
Demolition of stone/boulder masonry built in cement mortar including all quoins, arches , pillars etc and removing demolished material out of Military station all as specified and as directed
M&L pre-cast cement concrete (20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonry exc 10cm in width with solid block masonry and setting in cement mortar 1:6 all as Spfd
All as per item No 10 above, but except blocks.
M&L random rubble stone masonry well bonded bedded solidly hearted in CM 1:6.
All as per item No 12 above but except stones.
Extra over stone walling for hammer dressing for lime sand stone n'exc 40mm deep when held against edge complete all as specified and as directed.
M&L for 15mm thick rendering on other than fair faces of brick works finished even and smooth without using extra cement in cement mortar 1:6 complete all as specified and as directed
M&L for 10mm thick rendering on fair faces of brick works finished even and smooth without using extra cement in cement mortar 1: 4 complete all as specified and as directed
M&L for 15 mm thick rendering on other than faces of stone masonry works finished even and smooth without using extra cement in cement mortar 1: 4 complete all as specified and as directed
Raised pointing to random or polygonal rubble, uncoursed block walling in CM 1:4 complete all as specified and as directed.
Supply only WPC
M&L for preparation of new plastered wall surface of any description and applying two coats of cement based paint over a coat of chalk whiting complete all as specified and as directed.
M&L for preparation of old plastered wall surface of any description and applying one coat of cement based paint complete all as specified and as directed.
M&L for Cement concrete type B-2,1:4:8 (40mm graded aggreate) 100 mm thick as in sub -floors, sub- bases, floors and pavings,etc..
M&L machine pressed precast concrete interlocking paver block any shape and size polished with grey cement and pigment conforming to IS 15658-2006 of 80mm thickness M-35 grade complete all as specified and as directed by Engr-in-Charge..
M&L machine pressed precast concrete interlocking paver block any shape and size polished with grey cement and pigment conforming to IS 15658-2006 of 60 mm thickness M-35 grade complete all as specified and as directed by Engr-in-Charge..
M&L sand filling (50 mm average thickness) under floors in foundations and for laying Interlocking paver blocks including watering and consolidation complete all as specified and as directed by Engr-in-Charge..
M&L for Cement concrete type B-2,1:4:8 (40mm graded aggreate) 75 mm thick as in sub -floors, sub- bases, floors and pavings,etc.
M&L PCC 1:2:4, 25 mm thick type B0 using 12.5mm graded stone aggregate as in floor finished even and fair without using extra cement complete all as directed by Engr-in-charge.
M&L for Chequered cement concrete tiles 30cm X 30cm X 20mm thick, set ,pointed & jointed in neat cement slurry in floors polished with grey cement & pigments laid over 20mm thick cement screed base (1:6) and all as directed by Engr-in - charge.
M&L for PCC type D-2(1:4:8) using 40mm graded crushed aggregate as mass conc and filling of foundation all as specfed and drected.
M&L dressed granite or trap /Precast cement concrete type C2 (1:3:6) (12.5 mm nominal size of graded course aggregate) Kerb stones roughly squared stones of size 20cm x 30 cm ,so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush ( rate included for removal of old damaged Kerb stones of any description).
M&L for preperation of existing treatment on Brick,Concrete,Wall and Stone surface of any description descripton and applying one coat of synthetic enamel paint complete all as specified and as directed.
M&L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement percubic metre, thickness of concrete 25 cm or less
Supply only metalic floor harderner (300gm/Sqm)
M&L forming contraction (Dummy) joint 65mm deep x 10mm wide filled with sealling compound grade 'A'
S&F MS Wind ties for roof including securing bolts, posts & struts for fencing including cutting tops to shapes as directed,including all necessary drilling,bolting or riveting etc and similar work conforming to Fe-290, Gde-E-165 complete all as specified and as directed.
M&L for PCC type C-2, (1:3:6) , using 40mm graded crushed stone aggregate as in lean conc , sub base ,or mass conc , foundation filling etc.
Fixing only Chain link fencing including line wires, any mesh size and type to any type of standards,rails, straining bolts,etc.including provision of binding wire.
Supply only chain link MS galvanised fencing of size as directed by Engr-in-charge.
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 mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) incl removal of old unservicebale barbed wire.
M&L for PCC type B1 (1:2:4) using 20 mm graded crushed aggregate in coping ,mass concrete.
M&L cement concrete Type C2 (1:3:6) (40mm graded aggregate) in Surface channels and drains 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, mounds, mitred/stopped end etc.
Extra for forming fair finished drain or channel 55 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.
M&L for precast cement concrete Type C1, 1:3:6 (20mm graded aggregate) in lindings, cover slabs (for manholes etc), chullah hoods, chhajja, water troughs, shelves and similar articles with plain faces, setting in CM 1:6, complete all as specified and as directed
Mild steel TMT bars10mm dia and over (for tie bar of chain link fencing), cut length, bent to shape required , including cranking , bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips .
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 m and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 m as directed by the Engineer in Charge.
Pre-cast cement concrete block masonry with solid blocks1:3:6 type C1 using 20 mm graded crushed stone aggregate , exc. 10 cm in width and setting in cement mortar 1:6 , complete
S & F in repair Precast RCC (1:2:4) type B1 planks 300X50 mm thick reinforced with 4 Nos 8 mmdia TMT bars as per manufracture instruction specified and directed
S & F in repair Precast RCC (1:2:4) type B1 post 150X 150 mm reinforced with 4 Nos 8 mm dia TMT bars grouded with PCC 1:3:6 at site including necessary excavation as per manufracture instruction specified and directed
S & F in repair Precast RCC (1:2:4) type B1 Corner post 150X200 mm thick reinforced with 6 Nos 8 mm dia TMT bars grouded with PCC 1:3:6 at site including necessary excavation as per manufracture instruction specified and directed
S & F in repair Precast Copping planks RCC (1:2:4) type B1 175X 75 mm thick reinforced with 2 Nos 8 mmdia TMT bars as per manufracture instruction specified and directed
S & F in repair Precast PCC (1:2:4) type B1 post top 250X250X100 mm thick as per manufracture instruction specified and directed
S & F in repair Precast RCC (1:2:4) type B1 900 mm long round shape bollards of dia 150 mm reinforced with 4 Nos 8 mmdia TMT bars grouded with PCC 1:3:6 at site including necessary excavation as per manufracture instruction specified and directed
Excavating in post holes (or similar holes) each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed earth around, in layers not exceeding 25 cm in soft soil complete all as specified and as directed.
M&L for PCC in post and struss type B1 1:2:4 (20 mm graded aggregate) all as specified and as directed
M&L for corrusion free stainless steel pipe of size 40mm outer dia 48.26mm of 3.683mm thick round/square of grade 304-1500-40S as in frame work including cutting bending welding and leg embeded in PCC after excavation complete all as specified and as directed
M&L high intensity retro reflective sign boards made of hardened ACP sheet 2mm thick POP riveted to stainless steel pipes as required. Sign boards should be reflective on both side wide HIP sheet and overlay film of blue/green/colour with computer cut letters/sign and border made of high intensity grade white/yellow sheeting and mechanically fixed on ACP sheet complete all as specified and as directed.
HILL AND CO.
M.S Sharma Enterprises
ASHOK KUMAR SHARMA
M/s Koul & Sons
M/S SUMEET TRADING CORP
M/S MALIK CHAND SIRI RAM
M/S GLOBAL ENGINEERS
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