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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.5 L+₹3.1 L (32.2%)Rejected-Finance 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹13.2 L+₹3.7 L (39.2%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹16.8 L+₹7.3 L (76.7%)Rejected-Finance | L4 | Rejected-Finance Other than L1 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
12 Jun 2021, 6:00 pmClosed
GE (AF) BHISIANA
MILITARY ENGINEER SERVICES, GARRISON ENGINEER (AF) BHISIANA, BATHINDA-151201
Repair Maintenance of Blast Pen Traverse Walls and SA Wiring Range including Earth Work at Tech Area at AF Stn Bhisiana
2021_MES_442822_1
GE/BHI-08/2021-22
Open Tender
Miscellaneous Works
Item Rate
270 days
GE (AF) BHISIANA
Please Refer Tender Documents
8 documents required · 8 mandatory
₹500
GE (AF) BHISIANA
₹40,000
Yes
25 Jun 2021
13 May 2021
14 Jun 2021
13 May 2021
12 Jun 2021
27 May 2021
15 May 2021 - 25 May 2021
Amount
SCHEDULE 'A', PART-I
Rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil, etc. or for embakment of firing range butt/ traverse walls and getting out etc, complete all as specified
Surface excavation in soft/loose soil n.exc 30 cm deep and averaging 15cm deep and getting out.
Removal of surplus excavated soil not exc 50m distance for screening of metals from soil and deposited where directed.
Screening metal, Chippings, brass, lid etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured). Note: Screened meterals obtained from screening of sand will be handed over to the user/ unit.
Removal of surplus excavated soil not exc 250m distance and deposited where directed.
Supply only Fine aggregate (sand) for filling at firing range stop butt, blast pane traverses.
Supply only saw dust for filling at firing range stop butt.
Mixing of sand and saw dust by proportion of 50% sand and 50% saw dust (after screening of sand and saw dust) by spreading and mixing with water in layers n.exc 25 cm including filling and leveling at firing range stop butt.
Earth work in soft/ loose soil excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 3.0 mtr, as directed by Engineer-in-Charge.
Removing excavated material exc. 1.50 KM but n exc. 5 KM and depositing where directed. Note : The measurments will be considered at site after depositing of soil only, the soil will be laid in stacks for measurments i.e close to the traverse walls.
M&L for forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n.exc. 1.5 mtr high from base and sides of the blast pens comes through weather conditions and removed earth obtained from Item No-1 existing wall to top of Blast Pens/Traverse walls.
M&L for forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n.exc. 4.50 mtr high from base with the material obtained from item No 8 & 9.
M&L for Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n.exc. 6.0 mtr high from base with the material obtained from item No 8 & 9.
M&L for forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n.exc. 7.5 mtr high from base.
M&L for filling the brown hession gunny bags/ sand bags of min size 66 x 36 cm internal laminated with polethane filled with sand and stacked at site as directed by Engineer-in-Charge.
Uprooting rank vegetation and weeds at plantation site by digging the area to a depth n.exc 30 cm deep averaging 15 cm deep and removing all weeds and other growth with roots by forking, breaking clids, rough dressing including disposal all rubbish upto 500 mtr away from the site as directed by Engr-in-Charge.
M&L termite treatment to the soil area with insecticide/pesticides (Caftin) @ 50gm per sqm of area (50 gm of chemical deluted with water as suggested) complete all as specified and directed.
Digging holes 10cm to 30cm in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 1 : 8 by volume (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge of manure after by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with leads and lifts (Cost of manure, sludge are included in rates) all as specified and directed.
Suppy and planting of plants like aloevera, Kaner and Gloe or grass from Govt approved nursery at site including all trasportaion charges and complete operation of plantaion at 0.50 mtr distance from all sides including maintenance of planting upto completion of work and there after a period of three months including replacing the plants as per requirement and watering, insect-pest management of undesired vegitaion weeding out and disposal of the same away from the site including spreading off the manure minimume twice in three months. Note : Maintenance charges after completion of work will be paid separately).
Demolition of Brick work or stone/ boulder masonary, built in cement mortar or cement lime mortar.
M&L for brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class ‘B’ Bricks (Old size bricks) complete all as specified and as directed.
Taking down cement of cement lime plaster on brick or concrete surfaces, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed.
M&L for 15 mm thick rendering on in CM 1:4 on fair faces of brick work or concrete surfaces of wall, SWTs with water proofing compound @ 3% by weight of cement etc complete all as specified and directed.
Supply only Integral water proofing compound all as specified and as directed.
M&L for preparing new plastered surface of wall or concrete surfaces and applying two coats of all weather exterior emulsion paint in camouflaging pattern as approved by the station authority and RGB values variation from 110 to 171 of approved pattern having percentage of colours 50%, 30%,20% at a height n. exc. 25 mtr as per sample/pattern approved by GE complete all as specified and directed by Engineer-in-Charge. Note: The %age of the three colours may change without any financial effect.
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness.
M&L 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base to flooring complete all as specified.
M&L for 75 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate finishing surface.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge.
M&L Designer Coloured Non Skid ceramic tiles 7 to 8 mm thick (square/rectangular) of size 600x600mm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over including screed bed or bedding layer of mortar (1:4) 15 mm thick complete all as specified and as directed by Engineer-in-Charge.
M&L Coloured Designer Digital Glossy Highlighter Ceramic tiles in vertical surface 300x450 or 300x600 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over and including rendering 10 mm thick CM 1:3 complete all as specified and as directed by Engineer-in-Charge.
S&F in repairs Vitreous China wash basin, white, flat back,size 550x400mm fixed on existing brackets or stands all as specified and as directed.
S&F PVC connections 15 mm size with PTMT nuts of length 450mm.
S&F Aluminium anodised Tubular Towel rail, 20mm dia, D type, 60cm long between flanges.
S&F in repairs Urinal spreader of CP any colour for fixing with 15 mm dia pipe. (Minimum weight 60gms) complete all as specified and as directed by Engineer-in-Charge.
S&F in repairs 15 mm bore CP brass bib tap fancy type chromium plated with crutch or butterfly handle screwed down screwed for iron pipes or brass ferrule complete all as directed and specified by Engr-in-Charge.
S&F in repairs 15 mm bore pillar taps, cast copper alloy with capstan heads chromium plated, screwed down high pressure with or without lettere hot or cold with long screwed shanks and flynuts screwed for iron pipe complete all as directed and specified (fancy type).
S&F in repairs Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with CP bracket guard & railing 60cm long complete all as specified and as directed by Engineer-in-Charge.
S&F in repair China wash down water closet padestal pattern (EWC) white excluding flush and fix to position, including connection to drain etc all as specified as directed.
S&F plastic water closet seat white close pattern with flat bottom and cover complete all as specified as directed.
Supply and fix in repair health faucet with 1 mtr PVC tube 15 mm complete all as specified and directed. Make : Jaquar Cat Part No ALD-573.
S&F in repair toilet holder paper of viterous china fixed holder CP complete all as specified.
S&F in repair PVC valve less syphmic action type flushing cistern low level,10 ltr capacity white or coloured with inlet, ball valve, float & handle incl brackets & PVC flush pipe 32 mm bore complete all as specified and as directed by Engineer-in-Charge.
S&F 125 mm dia CP grating with hole (openable type with hinge as per sample) over nahani/floor trap including embedding the same in white/coloured cement to match complete all as specified and as directed by Engineer-in-Charge.
SCHEDULE 'A', PART-II
Maintaining the work against item No-20 above for a period of three monts after the completion.
M/s Luxmi Constructions
classic estate developers
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