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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹34.1 L+₹1.6 L (4.93%)Rejected-Finance | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹34.3 L+₹1.7 L (5.31%)Rejected-Finance H NO 266 V P O PILKHANI DISTT AMBALA 133104 | AMBALA | HARYANA | 133104 | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹34.5 L+₹1.9 L (5.94%)Rejected-Finance | L4 | Rejected-Finance Rejected being | |
| 5 | L5₹34.5 L+₹1.9 L (5.94%)Rejected-Finance | L5 | Rejected-Finance Rejected being |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
20 May 2024, 6:00 pmClosed
GE (N) AMBALA CANTT
GE (N) AMBALA CANTT
CA NO GE(N)AMB-09/2024-25 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORKS IN JCOS/ORS MD ACCN AND OTHER AREAS OF AGE B/R-II UNDER GE (NORTH) AMBALA CANTT
2024_MES_648516_1
GE(N)/AMB-09/2024-25
Open Tender
Civil Works
Item Rate
270 days
GE (N) AMBALA CANTT
As per tender documents
9 documents required · 9 mandatory
₹500
GE (N) AMBALA CANTT
₹90,000
Yes
24 Jun 2024
30 Mar 2024
22 May 2024
30 Mar 2024
20 May 2024
6 May 2024
30 Mar 2024 - 6 May 2024
Amount
Dismantling 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 Engineer-in-Charge.
Material and labour 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.
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
Material and labour for rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine stone aggregate of size between 6 to 12 mm as per the 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.
Material and labour for rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar 1:4 including mixing water proofing compound @ 2% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. ( Note- The cost of providing WPC shall be included in quoted rate under this item )
Material and labour for preparation of new plastered/unplastered surfaces of walls, chajjas, roof projection, etc. and applying two coats of cement base paint complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) including removal the rubbish/ demolished material outside defence land, complete all as specified and directed by the Engineer-in-Charge.
Material and labour for 10mm thick vitrified coloured paver tiles of size 300 x 300mm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for vibratory 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.
Material and labour for vibratory 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.
Material and labour for 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.
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.
Material and labour for 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.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, etc. or for shafts, wells, manholes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.
Removing surplus excavated material or soil to a distance not exc. 50m and depositing where directed complete all as specified and as directed by the Engineer-in-Charge.
Returning, filling in, including spreading, levelling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cill, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for plain cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate), as in surface channels and drains complete all as specified and as directed by the Engineer-in-Charge.
Dismantling of posts or struts (wooden or R.C.C) any section , including taking out embedded portion and making good disturbed ground (posts embedded in concrete, brick work, masonry, etc.) complete all as specified and as directed by the Engineer-in-Charge.
Dismantling of mild steel posts or struts any section , including taking out embedded portion and making good disturbed ground (posts embedded in concrete, brick work, masonry, etc.) complete all as specified and as directed by the Engineer-in-Charge.
Dismantling of barbed wire fencing of any type/size and in any position, neatly coiled and removing from site complete all as specified and as directed by the Engineer-in-Charge.
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 Cum, getting out and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for PCC 1:3:6 Type C-2 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.
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 complete all as specified and as directed by the Engineer-in-Charge.
Supply only chain link fencing made from 3mm to 4mm dia mild steel galvanised wire having mesh size 100mm x 100mm or as directed complete all as specified and as directed by the Engineer-in-Charge. Note :-Weight of chain link fencing shall be ascertained by BOO as ordered by GE.
Material and labour for mild steel work in hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc, and similar work conforming to Fe 410-W (Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing galvanized, 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 galvanized mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for mild steel round bars 10mm dia and over ,cut to length, bent to shape, hooking ends for tying chain link fencing complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl 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.
Material and labour for TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl 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.
Supply and fixing 5-10mm dia of shank mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 cm but not exceeding 10cm long complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete (reinforced) in pillar/posts and similar work including cutting of steel reinforcement as required to facilitate demolition and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded crushed stone aggregate as in pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
Dismantling structural steel work including doors, gates, grills and stiffener 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.
Material and labour for rolled mild steel framed work as in door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe.290.Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for mild steel framed work such as for ornamental and intricate design grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders,walk ways, railings conforming to Fe.290.Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for preparation of new steel and iron surfaces of any description, not otherwise described, 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.
Material and labour for preparation of new 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 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.
Material and labour for preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls, pillars, cornices, etc. by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls, pillars cornices etc 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 cement base paint complete all as specified and as directed by the Engineer-in-Charge.
Surface excavation (not exceeding 30cm deep) and averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
Note:- Amount of credit of Rs. 60,350.00 for retrieved materials is mentioned in Schedule of Credit Page No. 140 (R) of tender documents in pdf form which will be deducted offline while acceptance of tender.
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Parveen Kumar
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