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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.5 LAccepted-AOC POST MISAMARI DIST SONITPUR ASSAM 784 506 | SONITPUR | ASSAM | 784506 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹47.0 L+₹1.4 L (3.08%)Rejected-Finance P O P S MISSAMARI DIST SONITPUR ASSAM 784506 | SONITPUR | ASSAM | 784506 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹48.3 L+₹2.7 L (6.01%)Rejected-Finance CAMP AT GORUBANDHA MISSAMARI ASSAM 784506 | SONITPUR | ASSAM | 784506 | L3 | Rejected-Finance NOT BEING LOWES | |
| 4 | L4₹48.6 L+₹3.0 L (6.53%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWES |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
10 Sept 2022, 6:00 pmClosed
GE MISAMARI
PO-Missamari Dist-Sonitpur Assam
PROVN OF CERTAIN SANCTIONED WORKS AT SOUTH OF RAILWAY LINE UNDER GE MISAMARI
2022_MES_542125_1
8274
Open Tender
Civil Works
Item Rate
270 days
GE MISAMARI
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹500
Yes
GE MISAMARI
₹94,000
Yes
20 Sept 2022
1 Aug 2022
12 Sept 2022
1 Aug 2022
10 Sept 2022
16 Aug 2022
Amount
Dismantling Plain or corrugated steel sheeting any gauge thickness, including nainital or similar pattern roof coverings,complete all as specified and as directed.
Dismantling of structural steel work including doors, gates but excluding frame truss etc, complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings exc 15 cm thickness (below or above ground level), complete all as specified and directed.
Demolition Brick Work or Stone/ Boulder masonary built in Cement Mortar including all Quoins, Arches, Pillars, etc of any description, complete all as specified and as directed.
Demolition of reinforced cement concrete in any position and in any description n exc 15 cm thickness (below or above ground level), complete all as specified and directed.
Surface excavation not exc 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed. .
Excavating over areas, n exc 1.5 m deep and getting out in Hard/Dense soli complete all as specified and as directed.
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed.
M&L Earth filling in low laying site including spreading, levelling, watering, ramming and compacted not exceeding 25 cm in layers complete all as specified and as directed. NOTE :- (i) The earth required shall be brought from outside MOD Land and got approved from GE/Engr-in-Charge before incorporation in work. (ii) All cost of procurement of earth including cost of transportation, royalties, tax etc shall be deemed to be included in the unit rate.
Excavating over areas, exc 1.5 mtr deep & n.exc 3.00 mtr and getting out in Soft/loose soil complete all as specified and as directed.
Excavation in trenches not exc 1.5 m wide for foundation etc or for shafts, wells cesspits, manholes etc not exceeding 10 Sqm on plan and not exc 1.5 metre in depth and getting out in soft / loose soil complete all as specified and as directed.
Removing excavated material 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 exc 25 cm. complete all as specified and directed.
Excavating in post holes (or simlar holes) each n exc. 0.50 cum getting out returing filling in and ramming earth as broken rubble mixed with earth around in layers n exc. 25 cm watering & removing surplus soil to a distance n exc. 50 m and making good surface.
M&L for Hardcore of broken stone or boulders of gauge exc. 63mm but not exc.100mm, deposited, spread and levelled in layers not exc. 15 Cm thick, watered and rammed to a True Surface, complete all as specified and as directed.
M&L for PCC (1:3:6) Type C2, (using 40mm graded stone aggregate) in Foundations, Filling and Mass Concrete, etc. complete all as specified and as directed.
M&L for PCC (1:4:8) Type D2, (using 40mm graded stone aggregate) in Foundations, Filling and Mass Concrete, etc. complete all as specified and as directed.
M&L for 75 mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in sub base of floor omplete all as specified and directed.
M&L PCC(1:2:4) type B2 (using 40mm graded stone aggregate) as in Foundations, Filling and Mass Concrete, etc. complete all as specified and as directed.
M&L for 100mm thick PCC (1:2:4) type B2, using 40mm graded stone aggregate) finished the surface even and smooth without using extra cement complete all as specified and directed.
M&L for 150mm thick PCC (1:2:4) type B2, (using 40mm graded stone aggregate) as in hard standing complete all as specified and directed.
M&L for 20mm thick screed bed or bedding layer of cement motar (1:4) for laying in floor complete all as specified & directed.
M & L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and pigment, complete all as specified and directed.
M&L for Non Skid Ceramic tiles 7 to 8 mm thick of area exceeding 0.18 Sqm but not exceeding 0.38 sqm each, in floors/skirting etc. over & incl 15 mm thick screed bed in CM 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface CM bedding complete all as specified and as directed.
M&L for well burnt brick work with sub class `B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 all as specified and directed.
M&L for rendering 15mm thick in Cement Mortar 1:6 on fair faces of brick or concrete Surfaces, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed.
M&L for providing Pre-cast cement concrete (1:2:4) block masonery with solid blocks, exc 10 cm in width and setting in Cement mortar 1:4 complete all as specified and directed.
M&L 15 cm thick (compacted thickness) WBM in two layers (75mm thick in each layer), with coarse aggregates of grading 2( 63 to 40mm size) of grading basalt or tap stone spread, watered, rolled consolidated to gradient and camber required 8-12 tone power roller capacity complete all as specified and directed.
M&L for 250mm thick cement concrete work in pavement/hard standing of flexural strength 40kg/Square centimetre in field using 400 kg of cement per cubic metre, complete all as specified & directed.
M&L providing & fixing 150 micron thick polythene flim laid in floors complete all as specified and directed.
M&L finishing the concrete surface/pavement by brooming while concrete is in green,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 as directed.
M&L for 1st class hard wood 50mm thick Boarding in Floors and Skirting Planed one side, with butt joints and fixed with nails supplied and fixed including preparing surfaces of wood and treated with two coat of linseed oil all complete all as specified and as directed.
M&L for preparing newly plastered surfaces of wall and applying Three Coats of White Wash, complete all as specified and as directed
M&L for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges:large hasps and staples; chains; hand made sliding bolts; clamps, hold fasts, wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165, complete all as specified and as directed.
S&F for MS work for fencing post and struts made from angle iron and flat iron in any section including cutting tops to shape , drilling holes and notching for fixing of wires etc confirming to Fe -290 or Fe -330, with and incl necessary nut and bolts of 12mm dia of reqd length complete all as specifed and directed
S&F for Mild steel framed work as in doors or gates of angle or other section with gusset plates, rail, braces etc complete, drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with & including either hooks & hinges or steel hanging door fittings also fastening & fixing quality confirming to Fe- 290 (Gde E-165) complete all as specified and as directed.
S&F for mild steel 10 mm dia and over round bars, 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 0.90 mm dia or securing with clips, complete all as specified and as directed.
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 directed.
Supply only Chain link MS Zinc coating 60 gsm as per IS 4826 fencing of 75mm mesh size and 4mm dia of wire complete all as specified and directed.
S&F for 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. complete all as specified and directed.
M&L for preparing new or previously untreated Steel and Iron Surfaces of any description, over 10 Cm Width or Girth and applying Two Coats of Synthetic Enamel Paint (First quality) over a Red Oxide Zinc Chrome Primer, complete all as specified and as directed.
S&F pre painted galvalume aluminium zinc coating GI based corrugated steel sheetng 0.50mm thick of an colour having tensile strengthof 550 Mpa as in roof covering/cladding to wall ,fixed with self tapping screws complete all as specified and as directed.
S&F of pre-painted colour galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed.
M&L for Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc.conforming to Fe-410-W(Gde-E-250) quality A, complete all as specified and as directed.
M&L for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe-410-W(Gde-E-250) quality A, complete all as specified and as directed.
S&F Plates (plain or chequered) channels, square cut or notched(ordinary and counter) forming holes, with riveted bolted or welded attachment Fe-410-W(Gde-E-250) quality A, complete all as specified and directed.
S & F Mild steel bolts with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. n exc 5cm long complete all as specified and as directed.
S&F Stainless Steel Bus Shelter as per following specifications :- (i) Design : Structure is in stainless steel including roof and backside. (ii) Size : Length - 5.00 Mtr, Width- 2.50 Mtr, Height- 2.50 Mtr (iii) Vertical Pillar – 141mm x 3 mm thick made of Stainless Steel. (iv) Roof Horizontal Pillar – 141mm x 3 mm thick made of Stainless Steel. (v) Inner back side - 12 ft X 4 ft with 125x125x50mm made of Stainless Steel. (vi) Seating – SS seating bench 50mm dia pipe, Seating back rest pipe – 110mm dia. (vii) Roof top structure frame – 1900 x 240 x 3 mm and 125x50x50mm. (viii) Roof top cover - 8 mm thick polycarbonate sheet (ix) Base plate – 300 x300 x10mm thick, anchor bolt - 900 x 16mm dia.
M/S RANA ENGINEERING ENTERPRISE
Saraswati Auto Works
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