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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC | ₹38.5 L | L1 | Accepted-AOC AOC PLACED ON L1 BIDDER WITH CONTRACT AGREEMENT NO GE/SHL/55 OF 2022-23 |
| 2 | L2₹39.3 L+₹81,508 (2.12%)Rejected-Finance C O GUPTA EMPORIUM AR BAZAR HAPPY VALLEY SHILLONG 793 004 | EAST KHASI HILLS | MEGHALAYA | 793004 | ₹39.3 L+₹81,508 (2.12%) | L2 | Rejected-Finance REJECTED BEING L2 BIDDER |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
31 Oct 2022, 6:00 pmClosed
GE SHILLONG
GE SHILLONG SHILLONG DIVISION PIN 793002
PROVN OF TRG SHEDS FOR TARGETS AREAS OF ARCHERY GROUND (BOTH NODE AND BSC) AT 58 GTC AND PROVN OF KITCHEN SINK FOR JCOS/OR MARRIED ACCN OF 58 GTC AND PROVN OF PARKING SHED (TOTAL 24 NOS) EACH FOR FOUR NOS OF TWO WHEELES) FOR QTRS OF 58 GTC HAPPY VAL
2022_MES_554832_1
GE/SHL/TOKEN-59 OF 2022-23
Open Tender
Civil Works
Item Rate
270 days
GE SHILLONG
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE SHILLONG
₹85,000
Yes
16 Feb 2023
28 Sept 2022
1 Nov 2022
29 Sept 2022
31 Oct 2022
12 Oct 2022
Amount
Excavation in post holes not exc. 0.5 cum, getting out returning, filling in and ramming earth and broken hard core/rubble mixed with earth with around the layers not exiding 25 cm each layers watering and removing surplus soil to a distance not exceeding 50 cm making good in soft/loose soil complete all as specifed and as directed.
M & L for PCC 1:4:8, type D-2, using (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
S&F for steel work in posts, rafters,purlins etc including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS-1161-1998 grade st-240 complete all as specifed and as directed.
M&L for preparing to new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
S & F of Pre-painted galvalume aluminium zinc coatting GI base corrugated steel sheet 0.50 mm thick of an colour having tensile strenght of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
S&F sinks with drainage board made of stainless steel lmm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified.
S&F G.I. pipe 15mm bore tubing medium grade galvanised with all fitting fixed to wall, ceiling and laid in floors complete all as specified
S&F Bip tap cast copper alloy, chromium plated, 15mm fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed.
S&F Waste coupling of PTMT (half or full threaded) (Minimum weight 32mm-45gms) 32mm Bore dia of discharge pipe.
S&F 600mm long PVC flexible waste pipe to WHB/urinals/Sink complete all as specified and as directed.
S&F Grating doom 100mm dia of PTMT (minimum weight 25gms) complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified.
S & F of 0.63 mm thick galvanized corrugated iron (CGI) sheeting with two corrugation side lap sheets having zinc coating @ 120 gram per sqm inclusive of both sides, fixed with coach screws/'J' type hook or L type hook and washers as in roof covering etc. complete all as specified and directed.
Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth and getting out in soft/loose soil, complete all as specifed and as directed.
Returning, filling incl spreading levelling watering and well ramming in layers n exc 25 cm thick each layer.
Removing excavated material n.exc 50m depositing where directed at a level n.exc 1.5m above the starting point complete all as specifed and as directed.
M&L for Stone walling of random rubble, uncoarsed, well bonded bedded & solidly hearted built in cement mortar 1:6 all as specified and directed.
Extra over stone walling for hammer dressing to face stones & dressing to face beds and joints as specified at RR walling uncoarsed or brought upto coarse, max depression on face from straight edge held against the dressed surface n.exc 20 mm lime or sand stone all as specified and directed.
M&L for raised pointing to RR, uncoarsed or brought upto course stone masonry in cement mortar 1:4 all as specified and directed.
M&L for Providing Pre-Cast PCC bonders (for stone walling), type B1 1:2:4 (20 mm graded aggregate) set in cement mortar 1:6 complete all as specifed and as directed.
M&L for providing cement concrete in coping type B0 1:2:4 (12.5mm graded stone aggregate) in coping all as specified and directed.
S & F 75 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to walls for weep holescomplete all as specified and directed.
M&L for Precast cement concrete blockmasonry with solid block masonry (1:3:6) type C2 (Using 20mm graded aggregate) exc 10cm in width or girth and setting CM (1:6) complete all as specified and directed.
M&L for rendering 15mm thick on fair faces of brick work or concrete surface in CM 1:4 and finishing even and smooth without using extra cement all as specified.
M&L preparation of new plaster surfaces and applying two coat of white wash on walls complete all as specifed and as directed.
M&L for TMT bar 10 mm dia and over cut to length, bent to shape reqd, incl cranking, bending, spirally for hooping, hooking ends and binding with 0.90 mm dia MS wire (annealed) complete all as specifed and as directed.
Material and labour for reinforcement cement concrete for slab using type B1 1:2:4 (20mm grade aggregate) supported on walls,beams and columns in floors, roofs,landings, balconiess, canopies, deck slabs and in shelves and the like complete all as specifed and as directed.
Use and waste for flat rought finished surface of concrete form work to soffits of suspended slab such as roof slabs, floor slabs, landings and similar works; not exceeding 200mm thick (Horizantal or soping ) complete all as specifed and as directed.
Use and waste for form work for rought finished surface of concrete to edges of concrete flats,treads, breaks in floors,window cills, concrete railing , openings in concrete walls, floor and roofs n exc 20 cm wide and side of RCC/PCC bands in walls, horizantal or sloping all as specified and directed.
S & F 20 mm bore steel water tubing medium grade galvanised with and including all fittings and fixed to walls and ceilings or laid under floors etc complete all as speicified and directed.
S & F rotational moulded polythene water storage tanks of capacity 500 litres (cylindrical vertical with closed top) ISI marked hosted and fixed in position MES Schedule 2009, Part – I, complete all as specified and directed.
M/S UTTAM SAHA
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