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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-AOC | ₹37.9 L Quoted ₹38.0 L | L1 | Accepted-AOC AOC |
| 2 | L2₹38.8 L+₹78,410 (2.06%)Rejected-Finance MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | ₹38.8 L+₹78,410 (2.06%) | L2 | Rejected-Finance Being other than lowest bid |
| 3 | L3₹39.5 L+₹1.5 L (3.90%)Rejected-Finance | ₹39.5 L+₹1.5 L (3.90%) | L3 | Rejected-Finance Being other than lowest bid |
| 4 | L4₹40.5 L+₹2.4 L (6.43%)Rejected-Finance | ₹40.5 L+₹2.4 L (6.43%) | L4 | Rejected-Finance Being other than lowest bid |
| 5 | L5₹45.0 L+₹7.0 L (18.3%)Rejected-Finance | ₹45.0 L+₹7.0 L (18.3%) | L5 | Rejected-Finance Being other than lowest bid |
Tender Value
₹47.6 L
EMD Value
₹95,300
Closing Date
10 Nov 2023, 6:00 pmClosed
GE (I) 866 EWS Carnicobar
GE(I)866 EWS CARNICOBAR PIN-913866 C/O 99APO
REPAIR TO PCC FLOORING CHEQUERED TILE PATH CULVERT DRAIN AND REPAIR TO FENCING PERIMETER WALL SECURITY WALL JAFRI WALL ETC AT AF STN CARNICOBAR
2023_MES_623063_1
8663/E8
Open Tender
Civil Works
Item Rate
270 days
GE (I) 866 EWS Carnicobar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE (I) 866 EWS
₹95,300
Yes
11 Dec 2023
13 Oct 2023
17 Nov 2023
13 Oct 2023
10 Nov 2023
27 Oct 2023
Amount
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position, not otherwise specifically provided for, complete all as specified and as directed.
Dismantling of Brick or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stone work and precast concrete articles all as specified and directed.
Dismantling stone slabs tiles of any description or thickness laid bedded and pointed in any mortar in floors, aprons etc complete all as specified and as directed
Demolition of PCC in ground floors and paving not exc 15cm thickness (below or above ground level) all as specified and as directed
Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc n.exc. 10Sqm on plan and getting out in soft/loose soil all as specified and as directed
Returning filling in, including spreading, levelling, watering and well ramming in layers n.exc. 25cm of soft/loose soil all as specified and as directed .
Removing of excavated material or soil n.exc 50m and depositing where directed at a level n.exc. 1.5m above the starting point all as specified and as directed
M&L PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete all as specified and as directed
M& L for reinforce cement conconcrete (nominal mix) type B1 1:2:4 (20mm graded aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness above top of footings; including attached pilasters and buttresses all as specified and as directed.
M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter fair finished concrete surfaces all as specified and as directed.
M&L Reinforced cement concrete type B1 1:2:4 (20mm graded aggregate) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, desk slabs and in shelves and the like all as specified and dirceted.
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) fair finished concrete surfaces all as specified and as directed.
M&L 100mm thick cement concrete 1:2:4 type B-2 using 40 mm graded stone aggregate in floors, laid in panels and finished even & smooth without using extra cement complete all as specified and directed.
M & L for forming 12 mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B’, Thickness of concrete slab in 100mm, complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate of 50mm thick as in sub bases, sub floor, floors, paving complete all as specified and directed.
M&L75mm thick PCC 1:4:8, type D2, using 40mm graded aggregate as in sub base of floor complete all as specified and directed..
M&L for chequered cement concrete tiles25cm x 25cm x 22mm thick in floor set and jointed in neat cement slurry and pointed with grey cement and pigment to match with and including cement screed bed 15mm thick in cement mortar 1:6 complete all as specified and as directed
M&L for hard core of broken stone or boulder of guage not exc 63 mm deposited, spread, and levelled in layers not exc 15 cm thick watered and rammed to true surface complete all as specified and as directed.
M&L non skid ceramic designer tiles of size 300 x 300 mm x10 mm thick, in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match tiles over and including 15 mm thick screed bed or bedding layer in CM (1:4) complete all as specified and as directed .
M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 - 2006 of 60 mm thickness,M-35 Grade including with grey cement and pigment complete all as specified and as directed.
M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L Providing cement concrete 1:2:4 type B-1 using (20 mm graded aggregate) as in kerbs or mud stops,rounded or chamfered on edges including necessary form work complete all as specified and as directed.
Formwork rough finishes to sides of concrete foundations, footings, bases of coloumns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter
M&L for Pre-cast cement concrete block masonry type C1(1:3:6) (20mm graded aggregate) with solid block, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed.
M&L for 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 wires (annealed) not less than 0.9 mm dia or secured with clips complete all as specified and as directed.
M&L for TMT bars 5 mm dia and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wires (annealed) not less than 0.9 mm dia or secured with clips as in stirrups, spacer, and binder complete all as specified and as directed.
Taking down cement plaster on brick/concrete wall/ ceiling etc. including raking out joints hacking for key, scrubbing down with water etc. all as specified and directed.
M & L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces on wall finished even and fair complete all as specified and directed.
M&L for preparation of new plastered surface of wall/fencing post and applying two coats of cement base paint complete all as specified and directed
M&L for preparation of old plastered surface of wall/fencng post and applying one coat of cement base paint complete all as specified and as directed
Dismantling posts/strut (wood, steel or RCC ) any section embeded in natural or concrete ground including taking out embeded portion and making good complete all as specified and direct.
Dismantling wrought iron or mild steel work of any description not otherwise specifically provided for complete all as specified and as directed.
Dismantling fencing wire mesh any type or in any position complete all as specified and as directed
Excavation in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering and mixed with earth around, inlayers not exc 25cm, watering and removing surplus soil to a distance not exc 50m and making good surface in soft/loose soil complete all as specified and as directed.
M&L for providing pre cast reinforced cement concrete type B-1 1:2:4 (20mm graded aggregate) in fencing posts/struts etc. average section area exc 100 sqcm and n.exc 250 sqcm complete all as specified and as directed.
M&L for round bars 5 mm dia and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wires (annealed) not less than 0.9 mm dia or secured with clips as in stirrups, spacer, and binder complete all as specified and as directed.
S&F PVC Vinyl coated GI Chain link mesh of size 50mm x 50mm made out of 3.60mm dia GI Wire 1.00mm thick on both sides PVC Coating all as specified and as directed Note :- (a) The dia of mesh wire after PVC Coating will be 5.60mm. (b) The PVC Coating shall be green in colour
Re-fixing only old PVC Coated GI Chain link wire mesh all as specified and as directed
S & F in repairs, Galvanised, 2 strand, steel barbed wire, 2.24 mm 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 as directed. NOTE: (Each line wire to be measured for payment).
S&F in repair mild steel bolt having dia of neck exc 12mm but not exc 20mm purpose made with hexagonal or square head one end and screwed the other or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut exc 30 cm long complete all as specified and as directed.
S&F mild steel works such as hand rail, half round or other stock section or core for wooden hand-rail straight portion drilled and counter sunk for baluster, nosing to steps including embedding in concrete and screwing etc wind ties for roof including securing with bolts post and strut in fencing including cutting tops to shape as directed dilling holes notcning for wire etc, flat iron fillets for securing fencing mesh including all necessary drilling, bolting or rivetting etc and similar work using rolled section confirming to Fe-290 Gde E-165 complete all as specified and as directed.
S&F framed work 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 FE -290 Gde E-165 all as specified and as directed.
M&L for preparation of new or previously untreated steel surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified and as directed.
M&L for reinforced cement concrete type B1 1:2:4 (20mm graded aggregate) for Columns, pillars piers, posts and struts all as specifed and direcred.
M&L for Formwork to sides of pillars,posts, struts, piers, columns and stanchions square ,rectangular ,polygonal fair finshed concrete surfaces all as specifed and direcred.
M&L in repai for providing pre cast cement concrete type B0 1:2:4 (12.5mm graded aggregate) louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 all as specified and directed.
M&L for cement concrete type C2 1:3:6 (40mm graded aggregates) in foundation filling and mass concrete .
ASHOK BISWAS
KML CONSTRUCTION
N Rathinam
Y Abulu
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