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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹33.0 L+₹10,075 (0.31%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹33.8 L+₹89,430 (2.72%)Rejected-Finance 290 NEW PLOT JAWAHAR NAGAR JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹34.2 L+₹1.3 L (3.92%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹35.0 L+₹2.0 L (6.21%)Rejected-Finance NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | V CHINNA DURAI L4 | GAYATRI ENTERPRISES L7 | M/s J. M. Enterprises L6 | AMR TRADERS L8 | Allied Trading Company L3 | M/s Sriya Enterprises L5 | SHUVAM CONSTRUCTION L9 | BR ENTERPRISES L2 | RS ENGINEERING WORK L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down scrubs/vegitation growth from crevices completely upto any height and applying suitable chemical (herbicide) making good with PCC 1:2:4 or necessary plaster with CM 1:4 wiith WPC complete with all safety equipments complete all as specified and as directed by Engineer in charge | 20 | Each | 200 ₹4,000 | 150 ₹3,000 Lowest | 500 ₹10,000 | 350 ₹7,000 | 150 ₹3,000 Lowest | 230 ₹4,600 | 390 ₹7,800 | 250 ₹5,000 | 300 ₹6,000 |
| 2.00 | Demolition of Precast Concrete work built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed by Engineer in charge | 15 | Cum | 700 ₹10,500 | 700 ₹10,500 | 750 ₹11,250 | 650 ₹9,750 | 350 ₹5,250 Lowest | 1,300 ₹19,500 | 390 ₹5,850 | 500 ₹7,500 | 400 ₹6,000 |
| 3.00 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground concrete, brick work, masonry, etc complete all as specified and as directed by Engineer in charge | 90 | RM | 45 ₹4,050 | 10 ₹900 | 50 ₹4,500 | 125 ₹11,250 | 60 ₹5,400 | 60 ₹5,400 | 170 ₹15,300 | 50 ₹4,500 | 7 ₹630 Lowest |
| 4.00 | Dismantling fencing, wire mesh any type and any description complete all as specified and as directed by Engineer in charge | 105 | Sqm | 10 ₹1,050 | 5 ₹525 Lowest | 20 ₹2,100 | 55 ₹5,775 | 30 ₹3,150 | 15 ₹1,575 | 75 ₹7,875 | 10 ₹1,050 | 10 ₹1,050 |
| 5.00 | Excavation in trenches in n.exc. 1.5M wide and n.exc. 1.5M deep and getting out soft/loose soil complete all as specified and as directed by Engineer in charge | 10 | Cum | 450 ₹4,500 | 250 ₹2,500 | 650 ₹6,500 | 75 ₹750 Lowest | 200 ₹2,000 | 700 ₹7,000 | 175 ₹1,750 | 450 ₹4,500 | 400 ₹4,000 |
| 6.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m complete all as specified and as directed by Engineer in charge | 6 | Cum | 250 ₹1,500 | 200 ₹1,200 | 250 ₹1,500 | 250 ₹1,500 | 150 ₹900 Lowest | 400 ₹2,400 | 175 ₹1,050 | 180 ₹1,080 | 220 ₹1,320 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed by Engineer in charge | 4 | Cum | 150 ₹600 | 200 ₹800 | 160 ₹640 | 120 ₹480 Lowest | 150 ₹600 | 160 ₹640 | 270 ₹1,080 | 160 ₹640 | 250 ₹1,000 |
| 8.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete all as specified and as directed by Engineer in charge | 30 | Each | 300 ₹9,000 | 200 ₹6,000 | 250 ₹7,500 | 450 ₹13,500 | 100 ₹3,000 | 300 ₹9,000 | 170 ₹5,100 | 250 ₹7,500 | 70 ₹2,100 Lowest |
| 9.00 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate including formwork complete all as specified and as directed by Engineer in charge | 14 | Cum | 6,600 ₹92,400 | 8,000 ₹1,12,000 | 8,500 ₹1,19,000 | 8,500 ₹1,19,000 | 5,500 ₹77,000 Lowest | 8,000 ₹1,12,000 | 8,200 ₹1,14,800 | 7,000 ₹98,000 | 6,490 ₹90,860 |
| 10.00 | M&L for Mild Steel framed work such as fencing post 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 by Engineer-in-Charge. | 400 | Kg | 150 ₹60,000 | 150 ₹60,000 | 170 ₹68,000 | 145 ₹58,000 | 160 ₹64,000 | 160 ₹64,000 | 95 ₹38,000 Lowest | 155 ₹62,000 | 150 ₹60,000 |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
4 Oct 2024, 6:00 pmClosed
GE Minniebay, Port Blair
GE, Minniebay, Junglighat (PO), Port Blair -744103
REPAIRS TO RETAINING WALL , COMPOUND WALL, CHAIN LINK FENCING, , HARDSTANDING, FOOTPATH , AREA DRAINAGE ETC AT DEF CIV COLONY SRINAGAR AREA , STATIC WKSP , NT POOL, CT POOL, UNDER AGE B/R-II AND REPAIR TO ROOFING ,CHAJJAS AND CEILING TO OTM
2024_MES_672493_1
8455/E8
Open Tender
Civil Works
Item Rate
270 days
GE Minniebay, Port Blair
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
GE Minnebay
₹74,000
23 Aug 2025
6 Sept 2024
7 Oct 2024
7 Sept 2024
4 Oct 2024
20 Sept 2024
Amount
Taking down scrubs/vegitation growth from crevices completely upto any height and applying suitable chemical (herbicide) making good with PCC 1:2:4 or necessary plaster with CM 1:4 wiith WPC complete with all safety equipments complete all as specified and as directed by Engineer in charge
Demolition of Precast Concrete work built in Cement Mortar including all quoins arches pillars etc complete all as specified and 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 concrete, brick work, masonry, etc complete all as specified and as directed by Engineer in charge
Dismantling fencing, wire mesh any type and any description complete all as specified and as directed by Engineer in charge
Excavation in trenches in n.exc. 1.5M wide and n.exc. 1.5M deep and getting out soft/loose soil complete all as specified and as directed by Engineer in charge
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m complete all as specified and as directed by Engineer in charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed by Engineer in charge
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete all as specified and as directed by Engineer in charge
M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate including formwork complete all as specified and as directed by Engineer in charge
M&L for Mild Steel framed work such as fencing post 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 by Engineer-in-Charge.
S&F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks & similar work conforming to Fe 290-0 Gde E-165 complete all as specified and as directed by Engineer-in-Charge.
M&L PVC coated GI chain link fencing 3.5mm dia with 50mm x 50mm mesh including fixing of MS line wire / MS rod, MS flat iron & machine made hexagonal or square head bolts to fencing posts complete all as specified and as directed by Engineer in charge Note : MS Rod, M/s flat iron and bolts shall be measured and paid as supply only
Supply only 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, n exc 5cm long, diameter of neck 5 to 10 mm complete all as specified and as directed by Engineer in charge
Supply only 10 mm dia MS bars for support to chain link fencing confirming to Fe-290 (Gde E-165) complete all as specified and as directed by Engineer in charge
Supply only Mild steel flat iron as in fillets for securing wire mesh including necessary drilling holes for bolts and welding confirming to Fe-310-0 complete all as specified and directed by Engineer in Charge.
M&L for preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness ( below or above ground level) complete all as specified and as directed by Engineer in charge
M&L for 40mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded aggregate) as in floorings , finished even and smooth without using extra cement including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for 75mm thick PCC 1:3:6 Type C-2 using 20mm crushed stone aggregate as in plinth protection finished even and fair without using extra cement including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer in charge
M&L for 75mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing.finishing the surface even & smoth without using extra cement all as directed. (to receive chequered tile) including necessary formwork complete all as specified and as directed by Engineer in charge
M&L PCC (1:2:4) Type B1 using 20 mm graded stone aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , on kitchen platform , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed by Engineer in charge
Dismantling floor, hearth or wall tiles including cement mortar bedding(but not backing) and removing serviceable tiles to stores and rubbish off the premises complete all as specified and as directed by Engineer in charge
M&L for coloured non-skid ceramic tiles 7 to 8 mm thick exc. 0.06 sqm but n.exc 0.11sqm area of each tiles in floor/ steps etc set and jointed in neat cement slurry and pointed in coloured cement to match as in floor over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed by Engineer in charge
M&L for glazed ceramic coloured/printed tiles 450x350x 7mm thick in vertical surface set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tile over 10mm thick backing in cement mortar (1:3) complete all as specified and as directed by Engineer in charge
M & L for coloured chequered cement concrete tiles 30 cm x 30cm x 25 mm thick in floors,steps, risers etc set and jointed neat cement slurry and pointed with With mixture of white & grey cement in equal proments & no pigment, over and including 15 mm thick screed bed in CM(1:4) etc. complete all as specified and as directed by Engineer in charge
Dismantling of stone slabs and tiles of any description or thickness in floors, approns and laid bedded and pointed in any mortar etc complete all as specified and as directed by Engineer in charge
M&L Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing, Rounding to edges of stone slabs complete over Screed bed or bedding layer of Cement mortar (1:4) 20 mm thick for laying complete all as specified and as directed by Engineer in charge (Rounding to edges of stone slabs measured and paid seperately)
Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and as directed by Engineer in charge
Dismantling wrought iron or mild steel work of any description complete all as specified and as directed by Engineer in charge
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.290.Gde-E-165 complete all as specified and as directed by Engineer in charge
M&L 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 by Engineer in charge
M&L MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment confirming to Fe 410 -W (Gde- E- 250) quality- A complete all as specified and as directed by Engineer in charge
S & F Mild steel screw bolts (machine made) 5 to 10 mm dia 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. 10 cm long complete all as specified and as directed by Engineer in charge
Dismantling Plain or corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern roof coverings in roof covering complete all as specified and as directed by Engineer in charge
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an 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 by Engineer in charge Note : Rate inclusive of height of the bldg up to G+3 storey including necessary safety arrangements
S&F Pre-painted galvalume aluminum 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 as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer in charge Note : Rate inclusive of height of the bldg up to G+3 storey including necessary safety arrangements
S & F in repairsAluminium flat iron work in wind ties 40x6mm size fixed with 50mm/ 75 mm aluminium self staging screws with integral EPDM washer screwed in roof covering complete all as specified and as directed by Engineer in charge Note : Rate inclusive of height of the bldg up to G+3 storey including necessary safety arrangements
S& F Mild steel rolled sections in Stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete all as specified and as directed by Engineer in charge
M&L stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories &stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement including dismantling old one complete all as specified and as directed by Engineer in charge(considered for Railing on balcony /staircase portion wherever necessary).
M&L for PCC (1:3:6) Type C2 ( using 40 mm graded stone aggregate) in surface channels and PCC drains complete all as specified and as directed by Engineer in charge
M & L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in complete all as specified and as directed by Engineer in charge
S&F110mm dia PVC (SWR) pipes single socketed in any length laid in trenches including dismantling old one complete all as specified and as directed by Engineer in charge
S&F160mm dia PVC (SWR) pipes single socketed in any length laid in trenches including dismantling old one complete all as specified and as directed by Engineer in charge
M&L for precast RCC 1:2:4 (nominal mix) type B-1 using 20mm graded stone agg as in cover slab and set in cement mortor 1:6 complete incl necessary form work complete all as specified and as directed by Engineer in charge (Reinforcement shall be measured seperately)
Taking down Cement Plaster of any description on brick or stone walls or concrete surfaces including raking out joints, hacking for key complete all as specified and as directed by Engineer in charge
M&L for rendering 15mm thick plaster in CM (1:6) on brick/block or concrete surfaces finished even & smooth complete all as specified and as directed by Engineer in charge
Material & Labour for 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 & 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 over new surfaces complete all as specified and as directed by Engineer in charge Note : Rate inclusive of height of the bldg up to G+3 storey including necessary safety arrangements
M & L for Preparation of old plastered wall surfaces and applying one coat of acrylic weather coat emulsion based premium quality matt finish exterior antifungal paint with one coat of primer as per manufacturer's instructions complete all as specified and as directed by Engineer in charge
S&F TMT steel bars 10mm dia and over as reinforcement 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 complete all as specified and directed by Engineer in Charge.
M&L for TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups spaces and binder 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 complete all as specified and as directed.
M & L for Pre-cast cement concrete block masonry using PCC (1:3:6), Type C-1(using 20 mm graded stone agg) solid blocks, exc 10 cm in width and setting in CM 1:6, straight or curved on plan exc 6 m mean radius complete all as specified and as directed by Engineer in charge
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced cement concrete M-30 (Design mix) graded aggregate in slabs supported on walls, beams and columns in floors, roof landings, balconies, shelves,chajjas and the like including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced Cement Concrete M-30 (Design mix ) as in Chajjas including necessary formwork complete all as specified and directed by Engr-in-Charge.
M&L for reinforced Cement Concrete M-30 (Design Mix) in Beams, cantilevers bressummers, lintels/ tie over 1.5m span including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced Cement Concrete M-30 (Design Mix) in columns,pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge. including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced Cement Concrete M-30 Design mix using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams etc., and mass concrete including formwork complete all as specified and directed by Engineer in Charge.
BR ENTERPRISES (BID ID -3116832)
Allied Trading Company (BID ID -3127578)
V CHINNA DURAI (BID ID -3110457)
M/s Sriya Enterprises (BID ID -3128370)
M/s J. M. Enterprises (BID ID -3117104)
GAYATRI ENTERPRISES (BID ID -3117065)
AMR TRADERS (BID ID -3117814)
SHUVAM CONSTRUCTION (BID ID -3116812)
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