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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC H 45 MAHESH NAGAR AMBALA CANTT 133001 HARYANA | AMBALA | HARYANA | 133001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹26.9 L+₹32,969.40 (1.24%)Rejected-Finance | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹29.4 L+₹2.8 L (10.7%)Rejected-Finance 33 JAGGI GARDEN NARAINGARH ROAD AMBALA CITY 134003 | AMBALA | HARYANA | 134003 | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹30.5 L+₹4.0 L (15.1%)Rejected-Finance | L4 | Rejected-Finance Rejected being | |
| 5 | L5₹33.6 L+₹7.1 L (26.6%)Rejected-Finance 54 KANWALI ROAD DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | L5 | Rejected-Finance Rejected being |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
27 Jan 2022, 6:00 pmClosed
GE(NORTH) AMBALA CANTT
GE(NORTH) AMBALA CANTT
CA NO GE(N)AMB-61/2021-22 REPAIR TO COMPOUND/BOUNDARY WALL, PATHS, INTERNAL/EXTERNAL DRAINS AND PERIODICALS OF OFFICERS MD ACCN AND OTM ACCN AREAS I, II AND III OF SECTOR B UNDER AGE B/R-I (NORTH) OF GE (NORTH) AMBALA CANTT
2021_MES_495780_1
GE(N)Amb-61/2021-22
Open Tender
Civil Works
Item Rate
180 days
GE(NORTH) AMBALA CANTT
As Per Tender Documents
8 documents required · 8 mandatory
₹500
GE(NORTH) AMBALA CANTT
₹96,000
Yes
18 Feb 2022
30 Dec 2021
29 Jan 2022
30 Dec 2021
27 Jan 2022
13 Jan 2022
30 Dec 2021 - 13 Jan 2022
Amount
M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of colour lime wash over prepared surfaces of wall, pillar, cornices complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil bound distemper with painting roller over prepared surfaces of wall, pillar, cornices complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of ceiling by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of white lime wash over prepared surfaces of ceiling complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated wooden surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on wall by scrappers or any other means and washing , rubbing down with water to remove loose particlse etc and applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on wall by scrappers or any other means and washing , rubbing down with water to remove loose particlse etc and applying two coats of oil bound distemper with painting roller complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on ceiling by scrappers or any other means and washing , rubbing down with water to remove loose particlse etc and applying two coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated wooden surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated wood and wood based surfaces of any description, not otherwise described, not exceeding 10 cm width or girth when unconnected with other painting or when painted in different tint and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old treated steel and iron surfaces of any description, not otherwise described, not exceeding 10 cm width or girth when unconnected with other painting or when painted in different tint and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of new/old plastered surfaces of wall and applying 2 to 3mm thick wall care putty white cement based in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of exterior acrylic emulsion paint with painting roller over prepared surfaces of wall, pillar, cornices complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete (un-reinforced) in surface channel/drains and in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
M&L machine pressed rubber moulded precast coloured concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 80 mm thickness, grade M-40 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.
M &L 10mm thick coloured paver tiles (Endura Tiles) of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge.
M & L chequered coloured cement concrete tiles 30cm x 30cm x 25mm thick with grey cement and pigments in floor etc set, jointed and pointed in neat cement slurry with pigments to match the colour of tiles over and including 15mm thick screed bed in cement mortar 1 :6 complete all as specified and as directed by the Engineer-in-Charge.
M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.
M&L broken stone hardcore of gauge not exc. 63mm, deposited , spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M & L 40mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in floor, laid in panels and surface finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
S&F Glass dividing strips, 38 mm wide and 3 mm thick inserted in position to confirm to design complete all as spd and directed by Engineer-in-Charge.
Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage complete all as specified and as directed by the Engineer-in-Charge.
Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.
M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L brick work with sub class 'B' old size bricks using old servicable bricks including cleaning of old bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M & L taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge
M&L rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:3 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.
M&L rendering 5 mm thick on fair faces of brick work or concrete ceiling or chajjas surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L rendering 15mm thick in cement mortar 1:4 on any faces of brick work or concrete wall surfaces and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in charge.
M&L rendering 15mm thick in cement mortar 1:6 on any faces of brick work or concrete wall surfaces and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in charge.
M&L preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge.
M&L preparing new plastered surfaces and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge.
Dismantling structural steel work including doors, gates, grills and stiffner for securing chain link fencing including nuts, bolts etc but excluding framed trusses etc complete all as specified and as directed by the Engineer-in-Charge.
M&L rolled mild steel framed work as in ornamental and intricate door or gates of angle or other section with gusset plates, rails, braces etc. complete, drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing conforming to Fe-410-(Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of new steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
M&L glazed ceramic black coloured tiles joint free1st quality (square/rectengular) 7mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm in vertical surfaces/skirtings/dados, set and jointed in neat cement slurry and pointed in black or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L plain cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in mud stops, bed blocks, 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork for rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:3:6 Type C-1 using 20mm graded crushed stone aggregate as in surface channels and drain including form work whereever required complete all as specified and as directed by the Engineer-in-Charge.
M & L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, mould, mitred/ stopped end etc complete all as specified and as directed by the Engineer-in-Charge.
M & L concrete bed in PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate to drain pipes including packing under and completely surrounding of pipes, after they are laid and tested for 300 mm dia (internal) pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately).
M&L for 300 mm dia (internal dia) RCC hume pipe class NP-2 laid and jointed complete with collars including dismantling existing complete laid in trenches as in repair complete all as specified and as directed by the Engineer-in-Charge.
Demolition of reinforced cement concrete in (other then ground floor) roofs , beams staircase , landing , chajja and similar suspended works, cover slab reinforcement cut as required to facilitate demolition complete all as specified and as directed by the Engr-in-charge.
M & L RCC 1:2:4 type B1 using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge.
M & L providing precast cement concrete 1:2:4 type B0 using 12.50 mm graded crushed stone aggregates louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame (Pre cast frame shall be measured separately and set in cement mortar 1:4 including demolition existing jallies if any complete all as specified and as directed by the Engineer-in-Charge.
M & L providing precast cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregates in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 with joints to match complete all as specified and as directed by the Engineer-in-Charge.
M&L TMT steel bars 10mm dia and over cut to 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 complete all as specified and as directed by the Engineer-in-Charge.
M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.
M & L for repairing of mild steel gate of any type and having area exceeding 1.50 Sqm and not exceeding 10 Sqm each by replacement of necessary hinges, rusted small mild steel sections including necessary welding complete all as specified and as directed by the Engineer-in-Charge. Note:- (i) Cost of taking down of steel gate and refixing in same position if required at site shall be deemed to be included in quoted rate and nothing extra shall be admissible (ii) New mild steel work/section shall be measured and paid for separately.
M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
M/s Vridhi Construction Co.
Durga Enterprises
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Saurav Enterprises
Swami Enterprises
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