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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41 LAccepted-AOC 159 SHIV NAGAR MODIPURAM MEERUT 250 110 UP | MEERUT | MEERUT | UTTAR PRADESH | 250110 | L1 | Accepted-AOC found lowest bidder | |
| 2 | L2₹43.8 L+₹2.8 L (6.78%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹43.9 L+₹2.9 L (7.11%)Rejected-Finance C 92 JAIN NAGAR RAILWAY ROAD MEERUT UP | L3 | Rejected-Finance 3rd lowest |
Tender Value
Refer Docs
EMD Value
₹98,260
Closing Date
11 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (North) Meerut Cantt
GE (North) Meerut Cantt
PROVN OF WASHING PIT WITH HARD STANDING FOR TATRA REPAIR GROUP OF 510 ABW , PROVN OF IRRIGARION CHANNELS IN FARM AREA AT EBS BABUGARH AND PROVN OF 02X LOOSE BOXES IN STALLION STABLE WING AT EBS BABUGARH UNDER AGE B/R-II OF GE (NORTH) MEERUT CANTT
2024_MES_675329_1
8539/E8
Open Tender
Civil Works
Item Rate
180 days
Meerut
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (North) Meerut Cantt
₹98,260
Yes
10 Dec 2024
19 Sept 2024
18 Oct 2024
19 Sept 2024
11 Oct 2024
27 Sept 2024
Amount
Excavation in trenches n.exc 1.50mtr wide and n.exc 1.50mtr in depth and getting out in hard/dense soil complete all as specified and directed.
M&L Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M & L for PCC (1:4:8) Type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L for flat form work to sides of concrete foundations, footing bases of columns, raft and raft beams, sides and soffits(if any) of foundation and plinth beams and similar work, veritical or to batter rough finished surface of concrete complete all as specified and directed.
M&L for form work to sides of pillars posts, struts piers, columns & stanchions square rectangular or polygonal rough finished surfaces in shape complete all as specified and directed.
M & L for flat Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work rough finished surfaces in shape complete all as specified and directed.
M & L for mild steel deformed 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 MS wire (annealed) not less than 0.9mm dia or securing clips complete all as specified and directed.
All as described in Ser item No 7 here-in-before but 6 to 8 mm dia complete all as specified and directed.
M&L for RCC M-25(20mm graded aggregate) for foundation including rafts, footings, foundation beams, plinth beams, bases for columns, etc, complete all as specified and directed.
M&L for RCC M-25 (20mm graded aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed.
M&L for 15 mm thick rendering using ready mix plaster bags in cement mortar1:4 on brick / concrete surfaces of walls/ceiling finished even and fiar, using liquid water proofing compound @ 200ML weight of 50kg cement complete all as specified and directed Note:- Water proofing compound shall be measured and paid separately
Supply only liquid water proofing compound all as specified and directed
Supply and laying Polythene film, black, 50 micron laid in floors complete all as specified and directed.
M&L for Cement concrete work in pavement/ hard-standing (Pavement quality concrete) of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed. Note:- PQC shall be procurred from ready mix plant as approved by Engineer-in-charge
M & L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 100 mm thick concrete slab complete all as specified and directed.
M & L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’ complete all as specified and directed.
M & L for Finishing surface of concrete roads, pavements by brooming complete all as specified and directed
M&L for PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in coping, bed block, kneels, apex stones etc including weathering slightly rounded or chamfered including form work complete all as specified and directed.
Removing excavated soil n.exc 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.
Returning filling in,including spreading levelling, watering and well ramming in layers not exe 25 cm.in hard dense soil completed as specified and directed.
M & L for preparation of new plastered surfaces of walls and applying two coats of white wash on walls complete all as specified and directed.
M&L Brick masonry with fly ash bricks straight or curved on plan exceeding 6m mean radius, built in CM 1:4 complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 5.0KM and 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. 1.5m high from base complete all as specified and directed
M&L brick work with sub class fly ash bricks straight or curved on plan exc 6 m mean radis built in CM 1:6 complete all as specified and directed.
M&L for 15mm thick rendering on Brick masonary wall surfaces in CM 1:4 mixed with water proofing compound@ 3% by weight of cement finised even and smooth with using extra cement complete all as specified and directed. Note:- WPC shall be measured and paid seprately
Supply only integral water proofing compound all as specified and directed
M & L for precast RCC 1:2:4 type B-1(using 20mm graded stone aggregate)for manhole cover, channels including placing and set in CM 1:6 complete all as specified and directed.
M&L for PCC 1:3:6 type C1 using 20mm graded stone aggragate as in bed bricks, coping etc including weathering slightly rounded or chamfered angles and throating making grovves for fixing of man hole cover including necessary form work complete all as specified and directed.
Excavating in post holes soft/loose soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed.
S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) posts and struts in fencing including all necessary drilling, bolting or riveting, etc.and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
M & L for cement concrete 1:2:4 type B2 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed.
S &F N exc 4.0 Kg/sqm expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description not otherwise described , over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30cm deep and averaging 15 deep and getting out in soft /loose soil complete all as specified and directed.
High Tech Metal India (BID ID -3127797)
Rajneesh Jain (BID ID -3136433)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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