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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹38.8 L+₹2.4 L (6.50%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹40.4 L+₹3.9 L (10.8%)Rejected-Finance DAIRY FARM JUNCTION VIJAY BAUGH ROAD SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹44.7 L+₹8.3 L (22.8%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹57.1 L+₹20.7 L (56.8%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
23 Oct 2021, 6:00 pmClosed
Garrison Engineer Haddo
GARRISON ENGINEER HADDO Military Engineer Services Haddo Post Port Blair Andaman and Nicobar 744102
REPAIRS TO COMPOUND WALL, RETAINING WALL, DRAINS, CULVERT AND PARAPET WALLS, FOOTPATH, KERB STONES, CHEQUERED TILES, MS/GI RAILING AND CHAIN LINK FENCING UNDER AGE B/R-I OF GE HADDO
2021_MES_478131_1
8576/GE/H/PB
Open Tender
Civil Works
Item Rate
270 days
GE Haddo Port Blair
D a(i)
9 documents required · 9 mandatory
₹500
GE Haddo
₹84,000
Yes
3 Nov 2021
27 Sept 2021
27 Oct 2021
27 Sept 2021
23 Oct 2021
11 Oct 2021
27 Sept 2021 - 8 Oct 2021
Amount
Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 m in depth, for foundation etc., or for shafts, wells, cess pits, manholes, pier holes etc not exc. 10 Sqm on plan and n.exc. 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum and getting out in hard/dense soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each as in soils complete all as specified and as directed.
Removing excavated material (soils) to a distance not exceeding 50 metres and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion, posts embedded in concrete, brick work, masonry etc., and making good disturbed ground complete all as specified and as directed.
M&L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
M&L for hardcore using broken stone or boulders of gauge exceeding 63 mm and not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for pre-cast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs of manholes, drains, culverts and setting in cement mortar (1:4) complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels, drains & benching of manholes and finishing even and smooth complete all as specified and as directed.
M&L for 100mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as sub base complete all as specified and as directed.
M&L for plain cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cills, plinth courses, parapets , copings, lintels upto 1.5m span including weathering, slightly rounded or chamfered angles and throating including necessary formwork as directed complete all as specified and as directed.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) 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.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilaster and buttresses complete all as specified and as directed.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed.
M&L for reinforced cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
M&L for Mild steel TMT 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 or securing with clips complete all as specified and as directed.
M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for use and waste of 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 for rough finished surfaces of concrete flat complete all as specified and as directed.
M&L for use and waste of formwork to sides of pillars, posts, struts, piers, columns etc., for rough finished surfaces of concrete flat complete all as specified and as directed.
M&L for use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finished surfaces of concrete flat complete all as specified and as directed.
M&L for use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., for rough finished surfaces of concrete flat complete all as specified and as directed.
Demolition of PCC block masonry, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
M&L for pre-cast cement concrete block masonry with solid blocks made up of (1:3:6) type C1 (using 20mm graded stone aggregate), masonry exceeding 10cm in width and setting in cement mortar (1:6) complete all as specified and directed.
M&L for pre-cast cement concrete block masonry with serviceable blocks obtained from serial Item No. 25, masonry exceeding 10cm in width and setting in cement mortar (1:6) complete all as specified and directed.
Taking down cement plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., and removal of debris to outside MD land complete all as specified and as directed.
M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete, surfaces finished fair and even complete all as specified and as directed.
M&L for preparation of newly plastered surfaces and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and as directed
M&L for preparation of old plastered surfaces of walls by complete removal of existing treatment by scraping, washing, cleaning etc., and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and as directed
M&L for preparation of path/ VIP walking ways/ Curved stone surfaces by brooms/ brushes and applying one coat of signal red/ Yellow/ Black paint complete all as specified and as directed. Make: Asian ( Apex Ultima)/ Berger (weather coat all guard)
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.
M&L for non-skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floors etc, laid over and including 15mm thick screed bed in CM (1:4), set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed.
M&L for glazed ceramic designed coloured tiles in vertical surfaces using size of tiles 300x450x7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match with colour of tile with and including 10mm thick backing coat in CM (1:3), set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed.
M&L for 18 to 20mm thick granite slab (of approved shade), machine cut, as in floors, vertical surfaces, steps (treads/risers) and the like laid over 15mm thick cement mortar (1:4) and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding, polishing and rounding (chamfering) the edges complete all as specified and directed.
M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, made of grey cement and pigments, machine pressed as in flooring, set, jointed and pointed in neat cement slurry laid over and including 15mm thick screed bed in CM (1:4) complete all as specified and as directed.
M&L for machine pressed precast concrete interlocking paver block, glossy finished, any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade, made of grey cement and pigments, any pattern, laid in floors, laid dry over a sand cushion of 50mm thick as well as sand filling in paver block's joints including filleting to edges in CM (1:4) complete all as specified and as directed.
Dismantling of wrought iron or mild steel work and structural steel work of any description ot otherwise provided for complete
M&L for mild steel angle iron 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-290 Gde E-165 complete all as specified and as directed.
M&L for mild steel framed work (ornamental) as in doors 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 or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290 Gde E-165 complete all as specified and as directed.
M&L for mild steel 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.
M&L for mild steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars and similar work conforming to Fe-290 Grade E-165 complete all as specified and as directed.
M&L for plain,black, mild steel sheeting in gates, 1.25mm thick sheets welded or soldered to agle iron frame all as specifed and as directed
Dismantling chain link fencing of any type complete all as specified and as directed
M&L for mild steel galvanised PVC coated chain link fencing, 3mm nominal dia of GI wire, 1.4mm thick PVC coating and average area of aperture 25 Sqcm with weight of chain link not less than 2.0 Kg/Sqm complete all as specified and as directed.
Refixing old 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 an as directed. Note: Fixing tie and nuts bolts will be measured and paid seperately.
M&L for flat iron as in fixing clamps or support to chain link fencing , stiffners etc including all necessary drilling for bolts conforming to Fe-290 Gde E-165 complete all as specified and as directed.
M&L for 10mm dia mild steel round bars cut to length, bent to shape required to be used as stifferners in chain link fencing, fixed independently to angle iron posts conforming to Fe 410 (Gde-E-250) quality 'A' or Fe 290 (Gde-E-165) complete all as specified and as directed.
S&F 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, length of bolt not exceeding 5 cm and dia of neck 16 to 20 mm complete all as specified and as directed.
S&F 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. as directed (each line wire to be measured)
M&L for stainless steel hollow sections circular/square/rectangular in shape and any size and thickness, grade AISI-316 type (Austenitic anti-corrosive in nature) as in railings/grills/designer work including post top cap, bottom plate, cutting, bending, seamless welding, grinding, buffing, polishing and fixed with necessary stainless steel nuts, bolts as required in any location complete all as specified and as directed.
M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10cm in width or girth and applying two coats of synthetic enamel paint of first quality over a coat of red oxide zinc chrome primer complete all as specified and as directed.
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings etc., complete all as specified and as directed.
S&F pre-painted zinc coated aluminum sheet (Galvalume) GI based corrugated 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. NOTES: The self tapping screw shall be of adequate length to drive into complete thickness of purlin/rafter etc., and shall be fixed using neoprene and EPDM washers. Penetration and laps in sheet shall be sealed by using proper sealant profile. HDPE fillers shall be provided wherever required to close voids between sheets, sheet & fasteners etc., as per SSR Part-I 2009 complete.
S&F pre-painted zinc coated aluminum sheet (Galvalume) GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall/valley gutters, fixed with self tapping screws including scaffolding for a height upto 12.0 metres complete all as specified and as directed. NOTES: The self tapping screw shall be of adequate length to drive into complete thickness of purlin/rafter etc., and shall be fixed using neoprene and EPDM washers. Penetration and laps in sheet shall be sealed by using proper sealant profile. HDPE fillers shall be provided wherever required to close voids between sheets, sheet & fasteners etc., as per SSR Part-I 2009 complete.
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