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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | L1 | Accepted-AOC Awarded | |
| 2 | L2₹22.6 L+₹1.7 L (7.93%)Rejected-Finance 84 POLO HILLS OPPOSITE SBI BRANCH EAST KHASI HILLS SHILLONG MEGHALAYA 793001 | EAST KHASI HILLS | MEGHALAYA | 793001 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹23.1 L+₹2.2 L (10.6%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹23.8 L+₹2.9 L (13.7%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹24.2 L+₹3.3 L (15.6%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L5 | Rejected-Finance Being L5 |
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
22 Aug 2023, 6:00 pmClosed
Lt Col Priyanka Tak GE I AF Shillong
GE (I) (AF) Shillong Elephant Falls Camp PO Nonglyer Shillong-793009
REPAIR OR REPLACEMENT OF FENCING/ GATE, FOOTPATH, DRAINS, RETAINING WALL AND PARAPETS ETC. AT HQ EAC (U) AF UNDER GE (I) (AF) SHILLONG
2023_MES_611630_1
8037/23/E8
Open Tender
Civil Works
Item Rate
180 days
GE I AF SHILLONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE I AF SHILLONG
₹44,000
Yes
8 Sept 2023
1 Aug 2023
24 Aug 2023
1 Aug 2023
22 Aug 2023
15 Aug 2023
Amount
Excavation in trenches not exceeding 1.5 m wide and not exc 1.5 m depth for foundation shafts well cesspits manholes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard dense soil complete all as specified.
Excavation in post holes (for similar holes) each not exceeding 0.5 CUM getting out soft/ loose soil, returning filling, in and ramming earth or broken mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good surface in soft loose soil complete all as specified. Note: Returning filling and Removing of surplus soil are deemed to be included in this item.
Returning, filling in any kind of soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified.
Removing excavated material not exceeding 50 m lead, at a level not exceeding 1.5 m above from the starting point and depositing where directed by the Engineer-In-Charge.
Taking down cement plaster, terrazzo/cement dado, skirting etc of any description on brick/stone walls, concrete surfaces etc including racking out joints, hacking for key, scrubbing down with water etc. complete all as directed by Engineer-in-Charge.
Demolition of Cement Concrete of any description and in any position not otherwise specifically provided complete all as directed by Engineer-in-Charge.
Demolition of Brickwork or stone/ boulder masonry, including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar complete all as directed by Engineer-in-Charge.
Demolition of Precast concrete block/ Brickwork or stone/boulder masonry, laid with cement morter complete all as specified and directed.
Demolition of Cement Concrete (Un reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as directed by Engineer-in-Charge.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground post embeded concrete brick etc complete all as directed by Engineer-in-Charge.
Dismantaling of concertina coil including barbed wire complete all as directed by Engineer-in-Charge.
Dismantaling of barbed wire complete all as directed by Engineer-in-Charge.
Dismantling fencing wire mesh,any type complete all as directed by Engineer-in-Charge.
Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified.
Material and labour for walling random rubble uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 as in retaining walls, wing walls, abutment and the likes complete all as specified. Note: Precast PCC bond stone will be measured and paid seperarely against item here-in-after
Labour only walling random rubble uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 as in retaining walls, wing walls, abutment and the likes complete all as specified. Note: (a) Precast PCC bond stone will be measured and paid seperarely against item here-in-after (b) Material for cement mortar are deemed to be included this item.
Material and labour for providing, precast cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregates as in, bond stone for stone walling, set in cement mortar 1:6 complete with joints to match complete all as specified.
Supply and fix 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in walls as in weep holes including all fittings i.e. junction, Tee, bend if required. Complete all as specified.
Material and labour for loose filling back of weep holes with 40mm to 80mm graded stone aggregates, complete all as specified.
Supply and fix galvanised mild steel wire cloth, 0.91 mm nominal dia of wire and average width of aperture 25 mm and fixed with tinned tacks,or galvanised wire staples to hold aggregates or as directed by Enginner-In-Charge..
Material and labour for providing, cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregates as in , copings, and as directed by Engineer-In-Charge.
Extra over stone walling, random rubble brought upto courses, for hammer dressing to face stones and dressing of face beds and joints, with maximum depressions on face from straight edge held against the dressed surface not exceeding 40 mm on lime or sand stone complete all as specified.
Material and labour raised pointing to random or polygonal rubble, uncoursed in cement mortar 1:4 on brought upto courses complete all as specified.
Material and labour for preparation of new wall surfaces and applying two coats of cement base paint over one coat of external primer paint to external walls including complete all as specifies and directed
Material and labour for plain cement concrete 1:2:4 type B2 using 40 mm graded aggregate as in foundations, filling and mass concrete complete all as specified.
Material and labour for PCC 1:2:4 type B0 using 12.5mm graded crushed stone aggregates as in surface channels and drains complete all as specified.
Material and labour for Precast cement concrete block masonry with solid block 1:3:6 type C1 20 mm graded crushed stone aggregates exceeding 10 cm in width and getting in cement mortar 1:4 complete all as specified.
Material and labour for 100 mm thick plain cement concrete 1:2:4 type B-2 using 40 mm graded crushed stone aggregates as in path complete all as specified and as directed by Engineer-In-Charge.
Material and labour for rendering 15 mm thick in cement mortar 1:6 on faces of brick or concrete surfaces and finishing even and smooth complete all as specified.
Material and labour for brushing neat cement slurry with 3.00 kg of cement Per Sqm complete all as specified and directed.
Supply and fix of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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, straining bolts at ends, staples or steel pins etc. complete all as specified. Note: The contractor shall produce necessary test certificate for galvanised coating and without the same no payment shall be made to the contractor.
Supply and fix Concertina coil razor tape barbed wire (reinforced barbed tape) of the following specification :- (i) Dia of coil when un stretched 600 mm (ii) No of circles 5. to 5. per coil (iii) Weight of each coil 9.5 to 10 KG (iv) Coverage per coil 8 RM (v) Central core wire :- Made from high tensile spring steel core wire conforming to IS-4454 duly hot dipped galvanized (conforming to IS-2629) with dia meter 2.59 mm + 0.05 mm, UTS 145 -160 Kg/Sqmm, Zinc coating 250-300/per Sqm (vi) Strip :- Electro galvanized steel strip 0.5 mm + 0.02 mm thick, width 19 mm (before wrapping on central core wire) conforming to IS 1573, Zinc coating -120 gm.Sqm and bituminized dipped, width of barbs 11.5 mm, pitch of barbs 25.4 mm + 0.2 mm (vii) Clips : - AISI 304 -1.5 mm thick c and u clips C special type for fixing coil and RBT wire U clips special type for joining one coil to another coil and RBT wire to RBT wire joining (viii) No of clips 125 for each coil (ix) Handle and spikes to be provided as required Note : (a) Running length of the wall shall be measured. (b)The sample only be approved by GE after physical check. (c) The contractor shall produce necessary test certificate for electro galvanised coating and without the same no payment shall be made to the contractor.
Supply and fix MS section for post and struts in fencing including cutting tops to shape as directed drilling holes etc and simmilar work including all nesecery work conforming to FE-290 Gde E-165 complete all as specified and as directed.
Fixing only chainlink fencing incl line wire any mesh size and type of any type of standard, rails, straining bolts etc. including provision of binding wire.
Supply only M.S Galvanised chain link fencing any size or type. Note: (a)The sample only be approved by GE after physical check. (b) The contractor shall produce necessary test certificate for galvanised coating and without the same no payment shall be made to the contractor.
Supply and fix PVC Coted galvanised chain link fence of mesh size is 60mm x 60 mm and fence wire diameter is 3 mm complete all as specified and directed. Note: (a) The sample only be approved by GE after physical check. (b) The contractor shall produce necessary test certificate for PVC coating and without the same no payment shall be made to the contractor.
Supply and fix for MS flats to receive expanded metal or fabric etc and staining with welding complete all as specified.
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, exc 5cm but n exc 10cm long with dia 11 to 15 mm complete all as specified.
Supply and fix 10 mm dia of mild steel round bars for holding chain link fencing conforming to Fe-410-s or Fe 410-0, cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends complete.
Material and labour for preparation of new wall surfaces and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additive @ 1.43 litre/ 10 Sqm over and including a coat of exterior primer applied @ 0.902 litre/ 10 Sqm with roller finish complete all as per manufacturer instruction
Material and labour for preparation of old steel surfaces of any description, over 10 cm in width or girth, and applying one coats of synthetic enamel paint complete all as specified.
Material and labour for complete removal of old plastred wall surfaces and applying two coats of weather proof acrylic paint over one coat of exterior grade acrylic primer and etc commplete all as specified and as directed.
Material and labour for preparation of old plastred surfaces of walls including brooming down or steel wire brushing , scrapping down smoke, soot , moulds , moss and efflorescent salts and trading oil and greasy spots etc and applying one coats of Cement base paint over etc commplete all as specified and as directed.
Material and labour for preparation of old Painted concrete /Plastered floor surfaces over 10 cm in width or girth including cleaning the surfaces by wire brushes and washing and applying one coat of terracota colour acrylic antifugal exterior emulsion painting on floor and PCC chequered tiles as directed by Engineer-In-Charge.
M/s B.Citymai Syiem
M/S DEEDAR ENTERPRISE
M/S RAGHU NATH SAH
M/S BISWA CONSTRUCTION
M/s Chandan Kumar Thakur
madan enterprise
S K ENTERPRISE
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