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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L2₹21.3 L+₹2.2 L (11.3%)Rejected-Finance | L2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L3₹23.5 L+₹4.3 L (22.7%)Rejected-Finance STATION ROAD POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L3 | Rejected-Finance BEING L3 BIDDER |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
16 Feb 2022, 6:00 pmClosed
GE RANGIA
GE RANGIA C/O 99 APO
REPAIRS TO DRAIN, PATH, CULVERT, HARD STANDING, FENCING, COMPOUND WALL, OTHER CONNECTED EXTERNAL B/R WORKS AND WELCOME MAINT AND MISC REPAIR WORKS AT CHANGSARI MILITARY STATION UNDER GE RANGIA
2021_MES_492683_3
8502/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
CHANGSARI
AS PER NIT
9 documents required · 9 mandatory
₹500
GE RANGIA
₹42,000
Yes
9 Mar 2022
28 Jan 2022
18 Feb 2022
28 Jan 2022
16 Feb 2022
4 Feb 2022
Amount
Demolition of brick work built in any cement mortar complete all as specified and as directed by Engineer-in-charge.
Demolition of cement concrete (unreinforced) of any description and in any position and removing debris from the site, complete all as specified and as directed by Engineer-in-charge.
M&L plain cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in surface channels and drain, laid to slope complete all as specified and as directed by Engineer-in-charge.
M&L for brick work with sub class 'B' bricks (old size), straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4), surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.
M&L for PCC (1:2:4) type B-1 ( using 20 mm grade crushed stone aggregate) as in coping, water toughs including weathering, slighting rounded or chamfered angles and throating including necessary form work complete all as specified and as directed by Engineer-in-charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed by Engineer-in-charge.
Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of any bore/ dia set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge.
M&L of Reinforced concrete pipes of size 450mm, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer in Charge.
M&L for cement concrete bed to drain pipe 450 mm bore (Internal) in cement concrete (1:3:6) type C-2 with using 40mm graded crushed stone aggregate including packing under and completely surrounding pipes with concrete after they are laid and tested all complete all as specified and directed by Engineer in Charge.
Dismantling post or struts (wood, steel or RCC ) any section including taking out from natural ground and making good the disturbed ground surface complete all as specified and as directed by Engineer-in-charge.
Dismantling fencing wire mesh/chain link fencing any type complete all as per specified and as directed by Engineer-in-charge.
Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge.
S&F hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to eps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in ncing 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.
M&L plain cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
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) complete all as specified and as directed by Engineer-in-charge.
Supplied only chain link MS galvanised fencing any size or type complete all as specified and as directed by Engineer-in-charge.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by Engineer-in-charge.
S&F mild steel screw bolts having neck dia. 05 to 10 mm (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 exc 5cm and not exc. 10cm long complete all as per specified and as directed by Engineer-in-charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as per specified and as directed by Engineer-in-charge.
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 (Grade E-165), complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of wood and wood based material, steel or iron work of any description or girth not otherwise described and treated with tar or coal tar black paint area tarred exc 0.1 sq. m but n exc 0.5 sq. m each complete all as per specified and as directed by Engineer-in-charge.
Demolition of unreinforced cement concrete in ground floors and pavings not exc. 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge.
M & L for 75 mm thick cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub floor, sub bases, floor and paving etc., complete all as specified and as directed by Engineer-in-charge.
M&L precast Coloured cement concrete chequered tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigment laid over and including 15mm thick screed bed in CM 1:6 in floorings, complete all as per specified and as directed by Engineer-in-charge.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 of 60 mm thickness of M-35 grade with grey cement and pigment including dismantling & removing old unserviceable paver blocks, complete all as per specified and as directed by Engineer-in-charge.
M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.
M&L for precast cement concrete (1:3:6), type C1 (Using 20 mm graded crushed stone aggregate) as in solid building blocks for interlocking tile paver blocks 10 cm thick and set in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
M&L for brick work with sub-class `B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.
Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge.
M&L for G I Wire netting 0.9 mm dia and 12 mm mesh lathing to wood or metal studding, joists, etc., in walls, ceilings, stanchions, beams, etc., including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge.
M&L for 15 mm thick rendering on fair faces of brick work or one side of lathing in cement mortar (1:4), mixing with water proofing compound @2% by weight of cement consumed and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. Note: WPC shall be measured and paid separately as supply only under relevent item.
Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge.
M&L rendering 10mm thick on other than fair faces of brick work or on other side of lathing in cement mortar 1:6, surface to be finished fair & even without using extra cement, complete all as specified and as directed by Engineer-in-charge.
Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge.
M&L 15mm thick rendering in CM (1:6) on other than fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge.
M&L 75 mm thick Cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) in footpath / hardstanding / pavings / plinth protections, finished even and smooth using extra cement complete all as specified and as directed by Engineer-in-charge.
M&L for Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design, complete all as per specified and as directed by Engineer-in-charge.
Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge.
M&L 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge.
Dismantling of unframed fillets, rails, posts, rafters, purlins etc., under 40 Sqcm in section, complete all as specified and as directed by Engineer-in-charge.
M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with screws or brads having sectional area exceeding 13 sqcm but not exceeding 25 sqcm complete all as specified and as directed by Engineer-in-charge.
M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 6 sqcm but not exceeding 13 sqcm complete all as specified and as directed by Engineer-in-charge.
Dismantling wall and ceiling boards (fibre, pulp, insulation,etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge.
M&L for 4 mm thick asbestos cement plain building boards, fixed to timber frame work with screws as in ceiling complete all as specified and as directed by Engineer-in-charge.
M&L for 4 mm thick asbestos cement plain building boards, fixed to timber frame work with screws as in walls, complete all as specified and as directed by Engineer-in-charge.
S&F solid PVC wall paneling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site as per specification and directed in any position with screws, complete all as per specified and as directed by Engineer-in-charge.
S&F 5mm thick PVC sheet fillets of width 35mm for wall paneling inclusive of fixing on wall to make frame as per specifications and drawing, complete all as per specified and as directed by Engineer-in-charge.
S&F exposed GI powder coated snap grid frame of false ceiling 600 X 600 mm size of wall angle 25 X25 X 0.30mm size cross Tee 22 X 35 X 0.60mm with 4mm dia G.I. suspender fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm including supply and fixing of 4 mm thick E- board in false ceiling including fixing arrangement from roof and applying three coats of white wash on exposed surfaces complete all as per specified and as directed by Engineer-in-charge. (Note - Rate included for lowering/shortening of electric fittings such as fan, light fittings etc.)
Taking down chowkat or frame not exceeding 1.5 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge.
Taking down shutters of any description not exc. 1 sqm each, complete all as specified and as directed by Engineer-in-charge.
Taking down shutters of any description exceeding 1 Sqm but not exceeding 2 Sqm each, complete all as per specified and as directed by Engineer-in-charge.
M&L 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide) as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge.
M&L 30 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide) as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge.
S&F 30 mm thick flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides and both sides are covered with decorative face veeners with lipping/frame to match, complete all as per specified and as directed by Engineer-in-charge.
S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening complete all as per specified and as directed by Engineer-in-charge.
Supply and fixing factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. .frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail,; Paneling of plain colour PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement complete all as per specified and as directed by Engineer-in-charge.
S&F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge.
S & F 75 mm long medium weight, cold rolled mild steel Butt hinges complete all as per specified and as directed by Engineer-in-charge.
S & F 125 mm double action spring hinges, mild steel with steel wire spring, stove enamelled, black complete all as per specified and as directed by Engineer-in-charge.
S&F 150 mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
S&F 100 mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
S & F 100 mm long extruded Aluminium alloy anodised Butt hinges with galvanized mild steel hinge pin type C-21, complete all as per specified and as directed by Engineer-in-charge.
S&F 150 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.
S&F 100 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.
S&F aluminium alloy 300 mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge.
S&F galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge.
S&F in repair galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge.
Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge.
S&F 3 mm thick sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge.
S&F in repair 15mm dia bore pillar tap, fancy type cast copper alloy with capston heads chroumium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for iron pipe complete all as per specified and as directed by Engineer-in-charge.
S&F in repair 15 mm bore CP bib taps with wall flange, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge.
S&F in repair bib taps, standard of PTMT(Minimum weight - 90 grams) 15mm bore of any colour, high pressure, screwed for iron pipe complete all as specified and as directed by Engineer-in-charge.
S&F in repairs 15mm bore stop cock CP fancy type screwed down high pressure with crutch or butter fly handdle screwed both end for iron pipe or for unions, complete all as per specified and as directed by Engineer-in-charge.
S & F in repair chromium plated shower rose 125 mm size with or without swivel joints, any size, including fixing to steel pipe or union, complete all as per specified and as directed by Engineer-in-charge.
S&F in repair PVC 10 ltr capacity low level flushing cistern white with inlet ball valve float and braket and 32 mm bore PVC flush pipe, complete all as per specified and as directed by Engineer-in-charge.
S&F in repair 100mm dia grating doom of PTMT with minimum weight 25 grams complete all as specified and as directed by Engineer-in-charge.
S&F in repair 15mm dia PVC connection pipe with PTMT nuts of length 450mm complete all as specified and as directed by Engineer-in-charge.
S&F in repairs 40 mm bore dia of discharge pipe waste coupling of PTMT (minimum wt. 60 gm weight) (half or full threaded), complete all as per specified and as directed by Engineer-in-charge.
S&F in repairs 32 mm bore dia of discharge pipe waste coupling of PTMT (minimum wt. 60 gm weight) (half or full threaded), complete all as per specified and as directed by Engineer-in-charge.
S&F in repairs sinks made of stainless steel 1 mm 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 495mm x 420 mm bowl size 410 mm x 330 mm x 160 mm, complete all as per specified and as directed by Engineer-in-charge.
S&F in repairs 20mm ball valves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minium weight 20mm- 210 gms) and fixed in position complete all as per specified and as directed by Engineer-in-charge.
S&F in repair vitreous china wash down water closet pan (pedestal pattern) white, including seat cover, closed pattern with flat bottom and cover with chromium plated hinging device complete all as per specified and as directed by Engineer-in-charge.
S&F in repair Vitreous China Ware Wash hand basin white, flat back, size 550 x 400 mm size (flat back or angle back type) including cutting for and pinning ends of brackets or erecting stand, complete all as per specified and as directed by Engineer-in-charge.
Disconnecting existing tanks exc 250 Ltrs and n.exc 500 Ltrs, setting aside for repairs, cleaning etc and hoisting if required, reconnecting and refixing in positiion after cleaning and removing all scale and dirt etc from tanks and from mouths of circulating pipes, etc complete all as specified and directed by Engineer in Charge.
Disconnecting existing tanks exc 500 Ltrs and n.exc 1000 Ltrs, setting aside for repairs, cleaning etc and hoisting if required, reconnecting and refixing in positiion after cleaning and removing all scale and dirt etc from tanks and from mouths of circulating pipes, etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 10 cm wide with chomium plated bracket guard & railing 60 cm long, complete all as per specified and as directed by Engineer-in-charge.
S&F in repair cromimum plated health faucet (Easy flex Chrome Hose, Handset, ABS Body & Bracket) shower with CP flexible pipe up 15 mm bore with 1 m long Easy Flex tube in chrome finish, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.
M&L for preparing new plastered surface and applying two coats of distemper oil emulsion on wall surfaces over a coat of alkali resistant primer and wall putty complete all as specified and as directed by Engineer-in-charge.
M&L for preparing surfaces of wood and wood based materials, new or old of any description and girth, not otherwise described and treated with two coats of cresote oil, complete all as specified and as directed by Engineer-in-charge.
M&L for preparing new plastered surfaces and applying two coats of cement base paint on walls, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.
M&L for preparing AC wall board & applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing AC ceiling board applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing old decorated plaster surfaces etc and applying one coat of white wash on walls, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing old decorated plaster surfaces etc and applying one coat of white wash on ceiling, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing old painted surfaces including washing, rubbing down and stopping and applying one coat of cement based paint on walls, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing old painted surfaces including washing, rubbing down and stopping and applying one coat of oil bound distemper on walls etc., complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing old distempared surfaces after complete removal of existing treatment and applying two coats of oil bound distemper on walls over a coat of chalk whitening, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparation of old painted surfaces of wood and wood based materials of any description, not otherwise described and applying one coat of Synthetic enamel paint over 10 cm width or girth, complete all as per specified and as directed by Engineer-in-charge.
Disconnecting existing tanks exc 500 Ltrs and n.exc 1000 Ltrs, setting aside for repairs, cleaning etc and hoisting if required, reconnecting and refixing in positiion after cleaning and removing all scale and algae formation inside the tank by using TERBAC G5/NB-10/Inchlor-5( lab tested chemical) including fixing sticker mentioning "TANK CLEANED ON' with date, month and year, complete all as specified and as directed by Engineer-in-charge. The cleaning process would follow following stages as under: (a) To drain out the water by using exit valve or high capacity dewatering system (b) Cleaning all the algae formation inside the tank by using TERBAC G5/NB-10/Inchlor-5 chemical. (c) Scrubbing the walls with mechanised scrubber & fresh water cleaning by high speed jet pump. (d) 1st stage of bacteria screening by degermification by using TERBAC G5 halogen compound. (e) Cleaning the floor of the water tank by industrial vacuum cleaner. (f) 2nd stage of bacteria screening & sterilizing method by using UV ray within the tank & killing all suspended bacteria. (g) 3rd stage of bacteria screening by sterilizing the floor of water tank by using strong oxidizing agent TERBAC-G65/NB-60/Inoxi-60. Note: The quoted rate to include for removal of mud, grits and deposits etc properly from site of work and on completion of wk, sterilisation certificate to be submitted to Engineer in Charge. NOTE: (i)Cleaning needs to be done mechanically by authorized dealer/agent as approved by GE. (ii) Chemical shall be approved by GE
M&L preparation of old painted steel and iron surfaces of any description over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint, complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
SYED ATAUR RAHMAN
M/S KIRAN ENTERPRISE
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