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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹24.8 L+₹23,041.70 (0.94%)Rejected-Finance | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹25.3 L+₹71,115.70 (2.90%)Rejected-Finance BHAGAT SINGH CHOWK SURATGARH 335804 DISTT SRIGANGANAGAR RAJ | GANGANAGAR | RAJASTHAN | 335804 | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹25.6 L+₹1.0 L (4.21%)Rejected-Finance | L4 | Rejected-Finance Not lowest bidder | |
| 5 | L5₹26.0 L+₹1.4 L (5.89%)Rejected-Finance | L5 | Rejected-Finance Not lowest bidder |
Tender Value
Refer Docs
EMD Value
₹69,400
Closing Date
1 Oct 2020, 6:00 pmClosed
GE ARMY SURATGARH
SURATGARH MIL STN
Special repair of toilet of B block Bldg No P-7/3, cook house T-220, Dinning Hall T-954 and Bldg No P-6 under AGE B/R-II at Suratgarh Mil Stn
2020_MES_374411_1
GE (A) SOG - 45/20-21
Open Tender
Civil Works
Item Rate
270 days
SURATGARH
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ARMY SURATGARH
₹69,400
Yes
4 Nov 2020
3 Sept 2020
3 Oct 2020
3 Sept 2020
1 Oct 2020
17 Sept 2020
Amount
Demolition of plain cement concrete in ground floor and pavings not exc 15 cm thick (below or above ground level) including floor tiles of any description complete all as specified and directed by Engineer-in-charge.
Demolition of brick work, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge.
Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc, laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) as in floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
Dismaintling of wall and ceiling board or insulation boards/slabs/blankets, any thickness including cover fillets complete all as directed by Engineer-in-Charge.
Dismantling bricks (laid flat or on edge) or brick tiles on roof terrace, in floors, channels, kerbs, aprons etc laid dry or laid dry and pointed and removing from site complete all as specified & directed by Engineer-in-charge.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge.
Dismantling AC sheet (Corrugated, Semi corrugated etc) as in roofs etc including ridges complete all as specified and directed by Engineer-in-charge.
Dismantlig of timber scantling unframed work under 40 sqcm in section as in fillets, rails, posts, rafters, purlins in any position complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
Taking down chowkat or frame with shutters area not exc 1.5 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after fixing new chowkats complete all as specified and directed by Engineer-in-charge.
Taking down chowkat or frame with shutters area exc 1.5 Sqm but not exc 4 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after fixing new chowkats complete all as specified and directed by Engineer-in-charge.
Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.
Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
M&L for loose filling with broken brick of gauge 40 to 80 mm in sunken floor complete all as specified and 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 etc. complete all as specified and directed by Engineer-in-charge.
M&L for preparation sunken surfaces by cleaning of and removal of loose concrete and filling cracks with polymer modified mortar using Dr. Fixit Pidicrete URP or equivalent in Forsoc and other approved make and applying 2 coats of Dr. Fixit Bath seal WPC in suken areas and laying a protective plaster in 10mm thickness in cement mortar (1:3) admixed with Dr. Fixit Pidicrete LW + @ 220ML per bag of cement applying mix of cement water in the ratio 1:1:5 by volume using DR FIXIT PIDICRETE URP chemical on floor and vertical surface of sunken floor as per manufacturers instructions complete all as specified and directed by Engineer-in-charge Note :- Supply only liquid water proofing compound shall be measured and paid for seprately under respective items of BOQ.
Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.
M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .
M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
M & L for plain cement concrete (1:3:6) type C-1 using 12.5mm graded stone aggregate as in filling of pressed steel frame, hold fast blocks and other similar items etc complete all as specified and directed by Engineer-in-Charge.
M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, septic tanks, soakage wells, chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain fair faces including chamferred, weatherings, throating etc including necessary form work complete all as specified and directed by Engineer-in-Charge Note: - Reinforcement shall be measured and paid for separately.
M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
M&L for continuous brick edging (sub class ‘B’) with width equal to the depth of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and depositing where directed complete all as specified. Note : Each row shall be measured and paid separately.
M&L for 30mm thick flush shutter solid core construction with block board core & ply wood face panels, commercial type on both faces complete all as specified and directed by Engineer-in-charge.
S&F 35mm thick factory made glazed and skeleton shutters made of second class hard wood (Bonsum/Hollock), open rebated and prepared to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc., sizes of members of shutters as specified in SSR Part I Section 8 Clause 8.24 (a) kiln seasoned and chemically pressure treated fixed to chowkat complete all as specified and directed by Engineer-in-charge.
S&F 35 mm thick factory made plain framed, panelled shutter (any number of panels) with lock rail and panel of 9mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces. The size of rail and styles as per IS : 1003 (Part-I), kiln seasoned and chemically pressure treated using second class Hard Wood (Hollock or Bonsum) complete all as specified and directed by Engineer-in-charge.
S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge
S&F second class hard wood plain solid, straight chowkat and frames wrought framed rebated or the solid rounded or chamfered put together with glue pinned joints complete all as specified and directed by Engineer-in-charge.
S&F 28 to 30mm thick (stiles) factory made solid PVC moulded Door shutter, with 2, 4, or 6 raised panel design with 2mm thick moulded prelaminated PVC sheet on the front face & 2mm thick prelaminated PVC sheet on back face complete all as specified & shown in relevant drawing of item No. 8101 to 8105 in MES Schedule (Part-II) and directed by Engineer-in-Charge.
S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge.
S&F 200 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
S&F 200 mm long mild steel barrel tower bolt stove enamelled black with bright bolt complete all as specified & directed by Engineer-in-Charge.
S&F 100mm size mild steel butt hinges cold rolled medium weight complete all as specified & directed by Engineer-in-Charge.
S&F continuous piano hinges mild steel bright finish or electrogalvanised of 30mm flap width complete all as specified and directed by Engineer-in-charge..
S&F 300mm long mild steel sliding door bolts clip type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in-Charge.
S&F 300mm long aluminium alloy anodised sliding door bolts with hasp, staple (bolt type) and 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 & directed by Engineer-in-Charge.
S&F 150 mm long mild steel pressed handle, oval type, stove enameled black complete all as specified and directed by Engineer-in-charge.
S&F 150mm long extruded aluminium handles, anodised, fabricated type complete all as specified and directed by Engineer-in-Charge
S&F in repair 40mm dia, cupboard knobs fixed with nut, screw and washer of mild steel, bright finished complete all as specified and directed by Engineer-in-Charge.
S&F 100 mm aluminium anodised Hasp and staple, safety type with mild steel hinge pin including bolt to hinge plate complete all as specified and directed by Engineer-in-charge.
S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
S&F in repair galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
S&F in repair 25 mm dia drapery curtain rod with decorative end knobs fixed brackets on walls with steel screw and rawl plugs including PVC ring @ 10cm c/c complete all as specified and directed by Engineer-in-Charge.
S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
S&F mild steel round bars as in window guard bars incl necessary welding and a shop coat of zinc primer confirming to Fe-290 (Gde-E-165) complete all as specified and directed by Engineer-in-Charge.
S&F rolled mild steel as in Joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length directed) and similar work conforming to Gde E-250 (Fe 410-W) quality `A’ all as specified and as directed.
S&F factory made steel window with side hung shutters including box type hinges with steel handle, steel peg stay, fixing lugs etc complete with glazing bars including one shop coat of red oxide primer and Cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified & directed by Engineer-in- charge
S&F factory made steel window with side hung shutters including box type hinges with steel handle, steel peg stay, fixing lugs etc complete without glazing bars including one shop coat of red oxide primer and Cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified & directed by Engineer-in- charge
S&F pressed steel frames for door of size 125x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.
S&F pressed steel frames for door of size 105x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.
M & L for Pre-painted galvalume aluminum zinc coating GI based corrugated 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 complete all as specified and directed by Engineer-in-charge. Make :- Tata Bluescope steel Ltd, Cril, JSW Steel Coated Product LTD
S&F in repair 18/19 mm thick prelaminated particle board exterior grade, prelaminated both sides with decorative choice lamination fixed with screws to timber frame including 6mm thick teak wood lipping fixed with head less nails/screws for shelves / partition / pelmet boxes / kitchen cabinet / cupboard shutter complete all as specified and directed by Engineer-in- charge.
S&F in repair Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling including necessary notching. The snap grid shall consist of anodized aluminium main & cross Tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM and 23.5mm x 26.4mm x1.40mm weighing 0.191Kg/RM respectively. The main and cross tee shall be jointed at junction crossing with anodized aluminium angle bracket of size 15mm x 15mm x 1.5mm weighing 0.12Kg /RM fixed with suitable MS bolts, nuts and washer. The snap grid (main /cross tee section) shall be supported at ends all along the wall with anodized aluminium angle of size 35mm x 25mm x 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement duly suspended with 3mm dia GI wire length as required @ 600mm C/C with adjustable device including plugging in brick / concrete work with steel raw plugs including making good all the disturebed portion complete all as specified and directed by Engineer-in-Charge.
M&L for 4mm thick E board classic, fibre base cement boards, embosed texture, fixed to aluminium snap grid (size of grid 605mm x 605mm) in ceiling complete all as specified and directed by Engineer-in-charge. Make :- Everest / Armstrong / Gypsum India Ltd / Bison / Aerolite Note :- The aluminium snap grid frame work shall be measured & paid for separately.
M&L for machine cut Kota stone slab flooring 18 to 20mm thick (minimum size 550mm x 550mm or size as directed) laid over & including screed bed or bedding layer of 15mm thick in CM (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge.
M&L for machine cut Kota stone slab 18 to 20mm thick (minimum size 550mm x 100mm or size as directed), on vertical surfaces such as dado, skirting, raiser of steps etc. laid over & including rendering 10mm thick in CM (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting, grinding, rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge.
M&L for cutting or grinding surfaces of old kota stone flooring, skirting, dados etc with car boredom stone by hand or grinding machine, dusting off the surfaces after grinding and finally washing the surface clean with oxalic acid solution and polishing with bees wax polish complete all as specified and directed by Engineer-in-charge.
Demolition of mud phuska in roof any thickness including plastering & leeping (whether full thickness removed or only part thereof) complete all as specified and directed by Engineer-in-charge.
M&L cutting out cracks to V-section in existing roofs or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3 complete all as specified & as directed.
M&L for cleaning of all loose dirt and dust from roof and priming the surface with one coat of cold applied bituminious primer @ 0.40 Kg/Sqm conforming to IS:3384 and applying a layer of APP based polymeric membrane not less than 3 mm thick, weighing not less than 3.5 Kg/Sqm, reinforced with polyester non woven fabric (weighing not less than 150 gms/Sqm) and upper side of membrane thermally insulated with white gravel finish uniformaly embedded during manufacturing process. It shall be laid by torch application having side over lap 75 mm and at the end 100 mm, all overlaps and joints shall be sealed by torch application. For parapet, membrane shall be taken to a height of minimum 60 cm and inserted inside the parapet in a groove to a depth of 65mm. The same shall be furnished by a membrane flashing. Note : The net area of water proofing treatment shall be measured without any extra allowance for laps & portion inserted in groove which shall be deemed included in the quoted rates.
M&L for 25mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in roof and laying 5mm screed bed of cement mortar (1:4) with water proofing compound, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
M&L for wire brushing and cleaning concrete surface on top of roof providing 20mm thick screed in cement mortar (1:4) over and including applying evenly a tack coat of bitumen 85/25 @ 1.20 KG/Sqm over and including 80mm thick average consolidated thickness mud phuska including 25mm thick mud plaster on flat roofs complete all as specified and directed by Engineer-in-charge.
M&L for 40mm thick brick tiles laid on mud mortar and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement on mud phuska complete all as specified and directed by Engineer-in-charge.
M&L for 18-20mm thick Granite (of any type) slab of approved shade as in cooking platforms, steps, jambs, pillars, window cills and the like etc, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match with shade of Granite stone including cutting, grinding and polishing (mirror polish i.e. full granite polish as per local trade practice) over & including 15mm thick screed bed (bedding layer) in CM (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item
M&L for 50mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
M&L for 25mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
M&L for non skid joint free ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for glazed ceramic tiles (coloured) 350mm x 250mm x 7mm or 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.
M&L for non skid joint free ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for rough cast finish plaster with a mixture consisting of crushed stone or fine gravel aggregate mixed with coarse sand and cement in the ratio of 1:1:1 over & including 12mm thick rendering in cement mortar 1:3 on fair faces of brick masonry or concrete surfaces of walls complete all as specified and directed by Engineer-in-charge.
M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint complete all as specified and directed by Engineer-in-charge.
M&L for preparation of old decorated, plastered or pointed surfaces of ceiling by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying two coat of white wash complete all as specified & directed by Engineer-in-Charge.
M&L for preparation of old decorated, plastered or pointed surfaces of wall by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying two coat of white wash complete all as specified & directed by Engineer-in-Charge.
M&L for preparation of new plastered and unplastered surfaces of wall and applying two coats of distemper oil bound including chalk whitening preparatory to distempering complete all as specified & directed by Engineer-in-Charge.
M&L for complete removal of existing treatment from old plastered surfaces of wall, preparation of surfaces and applying two coats of oil bound distemper (OBD) complete all as specified & directed by Engineer-in-Charge.
M&L for complete removal of existing treatment including preparation of surfaces and applying two coats of cement base paint shade/tint on walls complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old painted wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel surfaces of any description not otherwise described 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 directed by Engineer-in-charge.
M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
M&L for preparation of steel surface already treated with primer over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint 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
Hacking out old broken glass any thickness, size, quality or description from wooden / metal frame and punching or drilling out old glazing pins/spring clips complete all as specified and directed by Engineer-in-charge.
S&F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
S&F 4mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
S&F in replacement 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.
S&F in replacement 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.
S&F in replacement 32mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
S&F in replacement 40mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.
S&F in replacement 40mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge. Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.
S&F in replacement gun metal globe or gate valve 25mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.
S&F in replacement gun metal globe or gate valve 40mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.
S&F in repair 450mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge.
S&F in repair PTMT Towel rail 600mm long fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 190gms) complete all as specified and directed by Engineer-in-charge.
S&F in repair rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 1000 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.
S&F in repair 15 mm bore bib tap, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.
S&F in repair fancy type pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shankS&Fly nuts, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-charge.
S&F in repair vitreous china wash basin white, flat back of size 550x400mm including including a pair of cast iron brackets embedded in PCC 1:3:6 type C-1 blocks of size 10 x 7.5 x15 cm with & including 32 mm dia PVC waste pipe, 32mm dia PTMT waste coupling half or full thread (minimum wt 45 grms) flange end bedded in red lead cement & other end fixed to waste pipe and including brass chromium plated fancy type pillar tap, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-Charge.
S&F in repair vitreous china squatting pan Orissa pattern, white of size 580x440mm with integral foot rests (excluding flushing cistern and flush pipe) including cast iron 'P' or 'S' trap, PCC filling and connection to trap and flushing pipe, antisyphonage pipe etc complete all as specified and directed by Engineer-in-charge.
S&F in repair 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge.
S&F in repair sink with drainage board made of stainless steel 1mm thick for kitchen with plugs, washers and wastes, overall size 915mm x 460 mm / (36" x 18") bowl size 410mm x 355mm / (16" x 14") and depth 175mm / (7") including waste pipe of polythelene of low or high density or PVC 32mm dia & waste fitting brass chromium plated 32mm bore with long screwed shanks and fly nuts including making holes in brick walls for brackets and fixed in CM (1:3) or PCC 1:2:4 type B0 complete all as specified and directed by Engineer-in-charge. Make :- Nirali model Elegance (Glossy) / Prayag model No 1128-D Gold Series (Gloss) / Silver Shine (Bluestar sanitary industries Pvt Ltd) model No SSSB-52 (Glossy) Note :- Size of sink for different mafufacturer may slightly varried from size mentioned in description of item. Contractor has to provide sink as per cat No mentioned against make of sink. where cat No is not mentioned against any make, in that case sink of size mentioned in description has to provide, if exact size of sink is not available, then next higher size sink has to be provided. Nothing extra shall be paid on this account.
S&F in repair 75mm bore cast iron sand cast soil, waste and vent pipe in any length with or without ears fixed with cement joints, laid in trenches or in floor complete all as specified & directed by Engineer-in-charge. Note :- Cost of Excavation & earthwork, if required is deemed to included to in the unit rate of this items nothing extra shall be paid on this account.
S&F in repair 100 mm bore cast iron sand cast, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed to walls including requisite number of clamps made out of 25x4mm flat iron complete all as specified and directed by Engineer-in-charge.
S&F 100mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door complete all as specified and as directed by Engineer-in-charge.
S&F 75mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door complete all as specified and as directed by Engineer-in-charge.
S&F 100mm bore cast iron branch pieces, double (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door complete all as specified and as directed by Engineer-in-charge.
S&F 100mm bore cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door complete all as specified and as directed by Engineer-in-charge.
S&F 100mm bore cast iron bend (any radius) with duck’s foot or heel rest complete all as specified and as directed by Engineer-in-charge.
S&F in replacement 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.
S&F in replacement 110mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.
S&F 110 mm bore PVC (SWR) bends any radius jointed with adhesive complete all as specified and as directed by Engineer-in-charge.
M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.
M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete including demolition & removal of existing unserviceable SGSW drain pipes complete all as specified and directed by Engineer-in-charge.
M&L for removing loose ceiling plaster completely, cleaning and dripping mortars and curing of effected surface area, cleaning well expossed reinforcement and applying two coats of anti-corrosive paint to it, supply and fixing mild steel XPM mesh of size 25mm x 25mm (wire dia min. 2mm) to the effected ceiling surface either by welding with exposed reinforcement or by stapling nails or screw or tie with reinforcement, applying cement slury and 25mm thick microphone of 1:1:1 using 6mm graded aggregate and cuting it for 3 days and then making well finish the surface using cement mortar 1:3 complete all as specified and directed by Engineer-in-charge.
Material & labour construction of Soak Well for 11 to 25 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge. Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.
M&L for construction of Septic Tank for 50 users as shown on drawing No. BTD-016 sheet No. 1/3 to 3/3 complete all as specified and as directed by Engineer-in-charge. Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, RCC in foundation shall be M-20 (Nominal Mix) over lean concrete (1:3:6) using 40mm graded stone aggregate over brick hard core, all PCC shall be M-20 (Nominal Mix) using 20mm graded stone aggregate, all RCC work shall be M-20 (Nominal Mix), brick work shall be in CM 1:4, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided. Other details shall be as shown on drawings & as specified in particular specifications.
Taking down carefully or drawing out from conduit, existing copper / aluminium point wiring for light, fan, bell, socket, power point etc complete including fixture and fittings such as switches, sockets, ceiling rose, pendent holder, light fittings, top sheet covers, fan regulators etc (excluding MS sunken boxes) and making good the disturbed surfaces of wall/ceiling complete all as specified and as directed by Engineer-in-charge. Note : Taking down of serviceable fittings shall be measured and paid separately.
M&L for point wiring complete with 1.5 sqmm (nominal cross sectional area) FRLSH PVC insulated multistandard unsheathed copper conductor cable with colour coding drawn in and including new PVC rigid conduit medium grade 20mm dia and suitable fittings, fixed on surface of wall or concealed or above ceiling with accessories such as pipe hooks, elbows, junction box, terminated in existing sunken box and covered with new 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including cutting chases in wall for conduits and making good the disturbed surfaces of wall and including 1.5 sqmm PVC insulated unshethed multistandard copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point, bell point controlled by one switch complete all as specified and directed by Engineer-in- charge.
All as per serial item No. 131 here-in-before but for One 3 pin 5 Amp socket outlet on the same board with other switches.
All as per serial item No. 131 here-in-before but for One 3 pin 5 Amp socket outlet on independent board.
All as per Srl item No. 131 above, but wiring with cable of cross sectional area 2.5 Sqmm (nominal area) multi-stranded copper conductor FRLSH, PVC unsheathed cable 1100 Volts shade for one switch socket combination 6 pin, 5/15 Amps on independent board including 2.5 Sqmm PVC insulated multistandard unsheathed copper conductor wire as earth continuity to common earth dolly.
S&F switch piano flush button 5 Amps single pole, one way complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
S&F switch socket combination 3 pin, 5 Amps, 240 volts, flush type complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
S&F switch socket combination 6 pin, 5/15 Amps, 230 volts, flush type complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
S&F socket outlet 3 pin, 5 Amps 240 volts, flush type complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
S&F Lamp holder, insulated body with back plate etc complete all as specified and as directed by Engineer-in-Charge. Make :- Legrand, Havells, Cona, SSK
S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
S&F in replacement electronic fan regulator suitable for ceiling fan 1200mm/1400mm sweep, socket size, rotary type complete all as specified and directed by Engineer-in-charge. Make:- Legrand, Havells, Usha
S&F in replacement flush mounting factory made SPN DB 8 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 100 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 507611 or equivalent in L & T / Havells / Schneider
S&F in replacement MCB 6 to 32 Amps, Single Pole 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408587 to 408595 or equivalent in L & T / Havells / Schneider
S&F in replacement MCB 40 Amps, Single Pole & neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408618 or equivalent in L & T / C&S / Schneider
S&F LED Lamp 12 watts suitable for normal holder complete all as specified and as directed by Engineer-in-charge. Make :- Syska, Philips, Crompton Greaves
S&F in replacement Energy saving 9/10 watt environmental friendly, ultra modern, energy saving, surface mounted, decorative oval bulk head edge-lit LED luminaire comprising of high brightness LEDs, IP 65 protection fixed on wall complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No HEXAFT10WLED857SSYMBOPC / Syska Cat part No SSK-BH-9W / Crompton cat part No LBHE-10-CDL / Wipro / Philips
S&F in replacement Energy efficient decorative ultra slim, prewired, lumiline 18 watt LED light fitting (Day cool light), batten type with drive & polycarbonate housing including tube rod and all accessories prewired fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LUMILINEBS18WLED865SPCWH / Syska Cat part No SSK-RA1801 Wipro cat part No LL20-221-XXX-65-NE / Philips cat part No 61009 BL CDL
S&F heavy duty exhaust fan 380 mm sweep, 900 RPM, single phase, 230 volts, 50 Hz with IP 55 protection as per IS-2312 1967 with louvers including suitable size MS angle frame for mounting the 380 mm sweep fan and connecting up and including 3 core,1.5 sqmm PVC insulated & PVC sheathed copper conductor flexible cable drawn in flexible conduit complete all as specified & directed by Engr-in-charge. Make :- Havells Model No Terbo Jet SP / Khaitan / Usha
S&F in replacement street light bracket made out of 40mm dia GI pipe light grade 1.20m long , bent to shape at 120 degree angle from vertical fixed along pole with and dirlling holes including required number of clamp made out of Flat iron 25mm x 6mm with nuts, bolts ,washers etc. duly painted with two coats of aluminium paint including any addition / alteration (if required) for fixing street light complete all as specified and as directed by Engineer-in-charge.
Supply, fixing and testing in replacement LED Street / Security light fitting of 45 Watt, 5700K - 6500 K (including LED drive and internally prewired) complete with body robust, corrosion resistant, superior finish and without any cracks or through holes, made in a single piece by high pressure die cast aluminum alloy. The luminaries shall be monolithic construction totally enclosed dust and water proof with IP -65 / 66 protection as per IS - 10322-1982(Part -I) with latest amendments and input voltage range 140 - 300 V, AC, frequency 50 - 60 Hz ,P.F should be more than 0.9 with Total Harmonic Distortion THD(I) less than 15% ,cool white colour and lamp starting time should not be more than 10 second including 10 KV surge protection in built or external. Driver should be constant current constant voltage driver. Driver should have high voltage withstanding capacity upto 300 V, AC. Driver should also have double phase protection, no load , open circuit and short circuit protection .LED light fitting should be suitable for ambient temperature from -10 degree Centigrade to 50 degree Centigrade and humidity level 10% to 90 % RH. Covers should be polycarbonate/toughened glass to ensure minimum IP 65 degree protection. Cover should not degrade due to heating and ageing. The efficiency of LED luminaries system shall be more than 100 lumens per watt and must be certified by the LM-79 test report and including connection for street light from pole box with 1.5 Sqmm, 3 core PVC insulated stranded copper conductor FRLSH cable, 1100 Volts grade ISI marked including addition / alteration in bracket (if required) for fixing light fitting complete all as specified and directed by Engineer-in- charge. Make :- Syska Cat part No. SSK-SLF-F-45W-WL / Crompton Cat Part No LSTV-45-CDL / Havells Cat part No ENDURAPEARL NEOSL45WLED757SASYTOPC / Wipro Cat Part No LR02-501-XXX-57-XX / Philips
Notes for srl Item No 150 :- (a) Tenderer shall submit test report of LED street light fitting from Government accredited test laboratory for LM - 79 and LM - 80 . (b) Contractor has to furnish a replacement warranty of 05 years for LED light fittings complete including lamps from the date of completion of CA. Contractor shall obtain warranty from the manufacturer of product on their letter head and submit the same to deparment alonwith his letter head. The product will be replaced free of cost in the following case :- (i) Manfacturing defects (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (c) All LED light/luminare must meet the provision laid down in IS - 16101 , 16102 Part -I/II ,16103 Part -I , 16104 ,16105 ,16106 , 16108/2012 and 15885 Part -II / Section 13. (d) Scope of work shall include supply and fixing street light fittings on street light bracket fixed on poles, If street light fitting requires to fixed on existing street light bracket and any addition alterration required in bracket for fixing street light, In that case cost of additional / alteration is included in the unit rate of this item, which also includes needful T & P and required accessories such as 1.5 sqmm, 3 core PVC insulated stranded copper conductor cable for connection from pole box to light fitting etc complete including making connection, testing etc complete .No extra payment is admissible on this account. (e) Light fittings shall be provided with 10 KV surge protection as mentioned in description of item. If 10 KV surge protection is not provided in light fitting for which cat part is mentioned in BOQ. Contractor has to provide light fitting with 10 KV surge protection without any extra cost to department. (f) Contractor shall write CA No on street light fitting with synthetic enamel paint which should be visible from ground level. Cost of the same is included in the unit rate of this item nothing shall be extra paid on this account.
M&L for Construction of in repair brick masonry valve pit of internal size 90cm x 90cm x 90cm including necessary excavation and earth work in soft/loose soil, brick work, plastering, white wash, PCC coping, MS frame made out of angle iron of size 40mmx40mmx6 mm, MS sheet cover of 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painting with 2 coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 type B-1 including handle and locking arrangement with one number 50 mm dia brass pad lock complete all as specified and directed by Engineer - in - Charge Note :- (i) Brick wall shall be 23 cm thick built in cement mortar (1:4) (ii) Internal plaster shall be 15 mm thick in cement mortar (1:4) and external plaster upto 450mm from top shall be 20mm thick in CM (1:6) and remaining external surface shall be flush pointing in CM (1:6) as the work proceeds. (iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40 mm graded stone aggregate extended 15 cm all around from the external face of the walls. (iv) PCC coping shall be 15 cm thick in cement concrete ( 1:2:4) type B1 using 20 mm graded stone aggregate including grouting of angle iron frame in PCC. (v) Three coats of white wash to internal surfaces of valve pit. (vi) Depth of valve pit shall be reckoned from the top of PCC in foundation.
M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade top of pipe with funnel & wiremesh, and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mm thick RCC cover, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 including taking down old earthing complete all as specified and directed by Engr-in-charge. Notes :- (i) GI wire upto DBs or upto earth test point is included in this item. (ii) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement for RCC cover shall be 1 KG.
Supplying, laying, jointing, commissioning and testing in replacement XLPE insulated screened PVC bedded, armoured, heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade of cross sectional area 16 sq mm 2 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc complete all as specified and directed by Engineer-in-charge. Notes :- (i) Excavation, earth work, sand cushioning, cable protection and GI pipe shall be measured & paid for separately under respective items of BOQ (ii) Road cutting / floor cutting /cutting holes etc in walls required for laying/fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall deemed to be inclusive of the above provisions.
M&L for dry sand (Tibba sand) and punning for cushioning to underground cable complete all as specified and directed by Engineer-in-charge Note: - For payment purpose thickness after punning shall be measured.
M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable all as specified and directed by Engineer-in-Charge.
S&F in replacement Galvanized iron tubing, 40mm bore light grade, ISI marked, including all fittings and laid in trenches / under road / drains, fixed to poles / walls with required numbers of clamps made out of 25x3mm flat iron, bolts, nuts and washers for protection of LT electric cable complete all as specified and as directed by Engineer-in-charge. Notes :- (i) Excavation & earthwork shall be measured & paid for separately under respective items of BOQ (ii) Cost of flat iron clamp if required is included in the unit rate of this item. Nothing extra shall be paid on this account.. --------------------------------------------------------------------- Note :- A sum of Rs. 114043/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 32 & 33 (Schedule of Credit) of Tender documents.
Gupta Suppliers
M/S Shree Ram Enterprises
AK CONSTRUCTION
SAHIL BUILDERS
godara construction company
PAREEK AND COMPANY
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