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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹37.3 L+₹1.6 L (4.50%)Rejected-AOC 231 JAGGI GARDEN BALDEV NAGAR AMBALA CITY 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | L2 | Rejected-AOC OTHER THAN LOWEST | |
| 3 | L3₹39.8 L+₹4.1 L (11.5%)Rejected-AOC | L3 | Rejected-AOC OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S SHANTI SARUP DINESH CHAND L3 | Bairagi Builders L2 | NIKHIL KOLESH L1 |
|---|---|---|---|---|---|---|
| 1.00B/R Work | ||||||
| 2.00 | Cutting chases in stone wall, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc 10 cm girth and complete all as specified and directed by Engineer-in-Charge. | 35 | RUNNING METRE | 80 ₹2,800 | 40 ₹1,400 Lowest | 50 ₹1,750 |
| 3.00 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4
section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required Internal dia of pipe 150 mm complete all as specified and directed by Engineer-in-Charge. | 2 | EACH | 1,200 ₹2,400 | 450 ₹900 | 400 ₹800 Lowest |
| 4.00 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 30cm girth complete all as specified and directed by Engineer-in-Charge. | 189 | SQUARE METRE | 30 ₹5,670 Lowest | 35 ₹6,615 | 30 ₹5,670 Lowest |
| 5.00 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as directed by Engineer-incharge complete, all as specified. | 281.16 | CUBIC METRE | 200 ₹56,232 Lowest | 300 ₹84,348 | 400 ₹1,12,464 |
| 6.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. | 105.77 | CUBIC METRE | 100 ₹10,577 | 120 ₹12,692.4 | 50 ₹5,288.5 Lowest |
| 7.00 | Excavation over areas, not exceeding 1.5m deep and getting out in soft/loose of soil complete including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m depth, as directed by Engineer-in-charge.. | 162.67 | CUBIC METRE | 200 ₹32,534 Lowest | 300 ₹48,801 | 400 ₹65,068 |
| 8.00 | Excavation over areas, exceeding 1.5 mtr in depth but not exceeding 3.0 mtr deep and getting out in soft/loose of soil complete including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m depth, as directed by Engineer-in-charge.. | 66.67 | CUBIC METRE | 300 ₹20,001 Lowest | 350 ₹23,334.5 | 450 ₹30,001.5 |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 3.0 mtr upto 4.5 mtr all as directed by Engineer-incharge | 8.82 | CUBIC METRE | 400 ₹3,528 | 350 ₹3,087 Lowest | 450 ₹3,969 |
| 10.00 | Removing of surplus soil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metres and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete, all as specified and directed by Engineer-in-Charge. | 228.4 | CUBIC METRE | 280 ₹63,952 | 100 ₹22,840 | 80 ₹18,272 Lowest |
Tender Value
₹38.9 L
EMD Value
₹77,800
Closing Date
21 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE CHANDIGARH OFFICE
GE CHANDIGARH N Area Pin-160003
PROVN OF TOILETS, URINAL, WC AND WASH BASIN AT NAHAN UNDER GE CHANDIGARH
2025_MES_705653_1
GE/CHD/T-01/2025-26
Open Tender
Civil Works
Item Rate
180 days
Nahan Under GE Chandigarh
Class D category a(i) for contractor enlisted in MES
7 documents required · 7 mandatory
₹500
GE CHANDIGARH
₹77,800
Yes
20 Aug 2025
28 Apr 2025
23 Jun 2025
28 Apr 2025
21 Jun 2025
9 Jun 2025
28 Apr 2025 - 5 May 2025
Amount
B/R Work
Cutting chases in stone wall, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc 10 cm girth and complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required Internal dia of pipe 150 mm complete all as specified and directed by Engineer-in-Charge.
Surface excavation n.exc. 30 cm deep and averaging 15 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 30cm girth complete all as specified and directed by Engineer-in-Charge.
Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as directed by Engineer-incharge complete, all as specified.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.
Excavation over areas, not exceeding 1.5m deep and getting out in soft/loose of soil complete including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m depth, as directed by Engineer-in-charge..
Excavation over areas, exceeding 1.5 mtr in depth but not exceeding 3.0 mtr deep and getting out in soft/loose of soil complete including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m depth, as directed by Engineer-in-charge..
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 3.0 mtr upto 4.5 mtr all as directed by Engineer-incharge
Removing of surplus soil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metres and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete, all as specified and directed by Engineer-in-Charge.
Removing of surplus soil/ excavated material to a distance exceeding 1.5 Km but not exceeding 5.0 Km and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete, all as specified and directed by Engineer-in-Charge.
Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete,all as specified and directed by Engineer –in-Charge .
Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete,all as specified and directed by Engineer –in-Charge .
Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface areacomplete,all as specified and directed by Engineer –in-Charge .
Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete,all as specified and directed by Engineer –in-Charge .
Earth filling including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete, all as specified and directed by Engineer-in-Charge.
Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge.
Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in subbase,foundations, filling and mass concrete complete all as specified and directed.
Forming Contraction (Dummy) joints 25mm deep x 10mm wide,filled with sealing compound Grade 'A' complete all as specified and directed.
Precast cement concrete 1:2:4 type B1 ( using 20 mm graded stone aggregate) as in manhole cover slabs etc set in CM 1:4 including necessary form work and handling and placing on manholes, complete all as specified. Note : The quoted rates shalll deemed to include for providing two handles of MS round bars 12 mm, make to shape and of length 65 cm long in each cover complete. all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in 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 ,surface channels/drains, water troughs and the like includingweathering, slightly rounded or chamfered angles and throating, as directed rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:3:6 type C-2 using 20mm graded crushed stone aggregate as in surface channels/drains, water troughs and the like includingweathering, slightly rounded or chamfered angles and throating, as directed rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copings, apex stones,benching in manholes, haunching around manhole frame for settting and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface 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 ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in columns,pillars,piers and struts and the like complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span bed blocks,coping and the like complete all as specified and directed by Engineer-in-Charge..
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in Chajjas and the like complete all as specified and directed by Engineer-in-Charge..
Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in Well steining and well curbs and the like complete all as specified and directed by Engineer-in-Charge..
Use & waste of formwork to to Well steining and well curbs and similar work including attached pillasters, buttresses, etc.; vertical or to batter (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings , slab over manholes similar work; not exceeding 200mm thick (Horizontal or sloping) (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves inncluding supports, overhangs, etc. also splays between floors and beams, etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide.. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to sides of pillars,posts,struts,piers,columns and stanchios etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
Use & waste of formwork to to chullah hoods, chajjas,troughs and similar items including edges etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.
TMT steel bars 10mm dia and over, of grade Fe-500D 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 or securing with clips complete all as specified and directed by Engineer-in-Charge.
TMT steel bars 6 to 8 mm dia and over, of grade Fe-500D 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 or securing with clips complete all as specified and directed by Engineer-in-Charge.
TMT steel bars 5mm dia and over upto and including 10mm dia , of grade Fe-500D cut to length, bent to shape required, including cranking, bending stirrups spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in strirrups , spacers and binders complete all as specified and directed by Engineer-in-Charge.
Brickwork with fly ash bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Honey combing brick work of thickness 345mm with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM (1:4) with old size bricks designation 7.5 complete all as specified and directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge.
Loose filling (broken bricks) with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells, as directed by Engineer-in-charge.
Rendering 10 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces in two layers mixed with water proofing compound on top layer, trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.
Supply only liquid water proofing comound ISI Marked complete all as specified and directed.
Rendering 5 mm thick in cement mortar 1:3 as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge.
Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge.
Preparation of new surfaces of walls brooming down, applying 1mm thick white cement based wall care putty after applying emery paper or sand paper complete all as specified and directed by Engineer-in-Charge.
Preparation of new surfaces of ceiling surfaces brooming down, applying 1mm thick white cement based wall care putty after applying emery paper or sand paper complete all as specified and directed by Engineer-in-Charge.
Preparation of new plastered surfaces of wall and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by Engineer-in-Charge.
Preparation of new plastered surfaces of wall and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & 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 old surfaces in camouflaging pattern complete all as specified and directed by Engineer-in-Charge.
Preparation of new plastered surfaces of ceilings and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by Engineer-in-Charge.
75 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade "A" .
75 mm thick Cement concrete (1:3:6) type C-2,using 40 mm graded mechanically crushed stone aggregate as in sub base of floor,path,floor,hardstanding complete all as specified and directed by Engineer-in-Charge.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete as as specified and directed Note:-The sample shall be got approved from the GE before bulk procurement and lots shall be got tested independently by the GE.
Providing and laying at or near ground level factory made kerb tone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, all as specified and directed.
Powder coated aluminium work for door windows, ventilators, casement/sliding shutters and partitions with extruded built up standard tabular and other sections of approval make fixed with rawl plugs and screws or with fixing clips or with expansion hold fastner incl neceesary filling up of gaps at junctions at top bottom & sides with required PVC neoprene belt etc. Aluminium section shall be smooth rust free straight mitred and jointed mechanically where ever required including cleats angles, aluminium snap beading for glazing/panelling, CP brass/stainless steel screw incl providing hinges/pivot and making provision for fixing of fittings where ever required. (Note:- The rate is inclusive of rollers, Maruti locks/star locks, robber beading, rubber seal etc for sliding/casement shutters required for satisfactory operations of window/ventilators/doors or as directed by Engineer-in-Charge. 2. panel fillings other than aluminium filling and necessary fittings shall be measured and paid for seoparately under respective items.)
Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.
4 mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm each and using Silicon for fixing of glass in addition to glazing putty complete all as specified and directed by Engineer-in-Charge.
250 mm long,Aluminium powder coated sliding door bolt with plate type and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed 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 and fixed complete all as specified & directed by Engineer in Charge.
150 mm long stainless steel handles D type with back plate fixed with screws complete all as specified and directed by Engineer-in-Charge.
Stainless steel barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge
100 mm long,stainless steel sliding tower bolt with haspe staple (bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed by Engineer in Charge.
Stainless steel butt hinges 100 mm long anodised type C -21 with stainless steel screws complete ,all as specified and as directed by Engr-in-charge.
Chromium Plated health faucet 2 in 1 including 1.50 mtr long flexible tube with hook complete all as specified and directed by Engineer-in-Charge'.
First quality Non - skid coloured Ceramic tiles 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc. set and jointed in neat cement mortar over and inculding 15 mm thick screed in cement mortar (1:6) and pointed in white or coloured cement to match the tiles complete all as specified and directed by Engineer-in-Charge.
Glazed ceramic coloured tiles 450 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed in neat cement mortar and pointed in white or colour cement to match tiles complete all as specified and directed by Engineer-in-Charge.
Supplying & fixing of PVC water storage tank 500 ltr capacity HDPE triple layered ,white colour cylindrical type fixed and hoisted in position on roof at any height complete with inlet/outlet of 20 mm GI Pipe connection incl locking arrangement, including supplying & fixing of Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 20 mm dia and (Minimum weight 200 mm - 210 gms ) complete Note : (i) Inlet, outlet & wash out pipe will be measured paid for separately. (ii) The quoted rate is inclusive of minimum one union each on inlet and outlet of water tank as per size of pipe shall be provided.
Vitreous China Squatting pan, 'Orissa pattern, size 580x440 mm white with integral foot rests including PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float,hockey stick and handle including brackets, complete all as specified and as directed.
Vitreous china wash down water closet pan (pedastal pattern) white , including plastic water closet seat cover and 10 ltrs capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets complete all as specified and directed.
Vitreous China urinals,half stall urinal type white complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and directed by Engineer-in-Charge.
Vitreous china wash hand basin white with pedestal ,flat back of size 550x440mm including galvanised iron brackets , chromium plated waste coupling, waste pipe etc., (incl all waste fittings) complete all as specified and directed by Engineer-in-Charge.
15 mm fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.
15 mm fancy type chromium plated fancy type Pillar taps, cast copper alloy, with capstan heads,chromium plated,screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
Fancy type stop valves/angle cock, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup (Concealed type) complete all as specified and directed by Engineer-in-Charge.
Brass chromium plated, tubular towel rail, 20mm dia, D type,60cm long between flanges complete all as specified and directed by Engineer-in-Charge.
PVC connections 15mm size with brass chromium plated nuts of length 450 mm fixed in repair complete all as specified and directed by Engineer-in-Charge.
Chromium plated Bottle trap 32 mm having minimum water seal of 25mm .(Minimum weight 32mm-260gms) complete all as specified and directed by Engineer in Charge.
Urinal spreader of PTMT any colour for fixing with 15 mm dia pipe. (Minimum weight 60gms) complete all as specified and directed by Engineer in Charge.
Vitreous china urinal partition white of size 310x700 mm.complete all as specified and directed by Engineer in Charge.
Chromium plated brass Toilet paper holder, complete all as specified and as directed.
PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm bore fixed complete all as specified and directed by Engineer in Charge.
75mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
75 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.
110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.
PVC(SWR) bends (any radius), for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.
PVC(SWR) bends (any radius), for 110mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.
Sail-glazed stoneware drain pipes ,150 mm bore, laid and jointed complete laid in trenches at any depth including jointing and testing complete all as specified and directed.
Plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in concrete bed to drain pipes laid to falls in trenches in any depth including packing under and haunching against the sides of pipes in for 150 mm bore pipes with concrete after the pipes are laid & tested, complete all as specified.
H.D.P.E double wall corrugated (DWC) pipes (ISI Mark) 150mm bore SN8 Class as per IS 16098 Part-II for non pressure underground drainage and sewerage applications with and including cost of special O rubber ring couplers etc, laid in trenches on concrete bed to level/gradient, jointing with appropriate class fittings as per manufacturers instruction including jointing accessories and fittings, complete all as specified and as directed by Engr-in-Charge.
Water proofing roof treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3.6 Kg/Sqm black finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet,applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealing all as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfaces etc. with water including flashings and junction of parapets etc complete all as specified and directed.
Bakelite sheet 6mm thick printed/wood grain finish/decorative choice fixed in aluminium panels and fixing at site as per specifications complete, all as specified by Engineer-in-Charge.
CPVC(SDR-11) of outer dia 20 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors complete all as specified and directed by Engineer-in-Charge.
CPVC(SDR-11) of outer dia 25 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors complete all as specified and directed by Engineer-in-Charge.
CPVC SDR- 11 Ball valve fittings, ISI marked for CPVC pipe outer diameter 25 mm bore complete all as specified and directed by Engineer-in-Charge.
CPVC SDR- 11 Ball valve fittings ISI marked for CPVC pipe outer diameter 20 mm bore complete all as specified and directed by Engineer-in-Charge.
Cast iron soil, waste and vent pipes 100 mm dia in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
Cast iron cowls 100 mm bore complete all as specified and directed by Engineer-in-Charge.
Precast cement concrete (Grade M 30 ) manhole cover SFRC (steel fibre reinforced cover) factory made including suitable precast RCC frame as per manufacturer's instructions, heavy duty as approved by GE of size 1200 x 600 x 100 mm thick with and including 2 mm thick mild steel strip on all the four edges heavy duty,RCC frame set in cement mortar 1:4 and similar articles complete as per site requirement, all as specified and directed by Engineer-in-charge.
INTERNAL ELECTRIC SUPPLY WORKS
Point wiring using approved colour coding as per IS ,with stranded copper conductor 1.5 sqmm (nominal area ) single core , flame retardant low smoke and low halogen FRLSH PVC insulated unsheathed , 1100 V grade conforming to IS 694 ,marked TEC and FIA approved in and including PVC conduit medium grade ISI marked 20mm dia with all fittings and accessories, concealed type/ surface type (surface type only on ceiling), PVC junction boxes, modular metal sunken/flush boxes of any modules from 2 to 18 Modules with Inner and outer modular cover plates, including FRLSH flame retardant low smoke and low halogen rigid PVC insulated unsheathed stranded copper conductor 1.5 Sqmm (nominal area )single core cable as earth continuity conductor to common earth and connected to earth dolly complete all as specified and directed by Engr-in-charge. Note :- 1. Cutting/chasing of wall etc. deemed to be included in the quoted rate of this item. 2. Modular metel flush/sunken Box along with modular switch/socket cover plate & sheet are inclusive in the item rate quoted. 3. Only switch socket and fan regulators to be measured and paid separately
(a) One light point controlled by one switch or one (Ceiling/ Wall/ Exhaust) fan point controlled by one switch and regulator
(c) One 3 pin 5 Amps socket outlet on same board with other switches
Point wiring using approved colour coding as per IS ,with stranded copper conductor 4.0 sqmm (nominal area ) single core , FRLSH flame retardant low smoke and low halogen PVC insulated unsheathed , 1100 V grade conforming to IS 694 ,marked TEC and FIA approved in and including PVC conduit medium grade ISI marked 20mm dia with all fittings and accessories, concealed type/ surface type (surface type only on ceiling), PVC junction boxes, modular metal sunkun/ flush boxs of any modules from 2 to 18 Modules with Inner and outer modular cover plates, including FRLSH flame retardant low smoke and low halogen rigid PVC insulated unsheathed stranded copper conductor 2.5 Sqmm (nominal area )single core cable as earth continuity conductor to common earth and connected to earth dolly complete all as specified and directed by Engr-in-charge. Note :- 1. Cutting/chasing of wall etc. deemed to be included in the quoted rate of this item. 2. Modular metel flush/sunken Box along with modular switch/socket cover plate & sheet are inclusive in the item rate quoted. 3. Only switch, socket and fan regulators to be measured and paid separately
Modular snap Switch one way 6 Amps one module complete all as specified and directed.
Modular snap Switch one way 16 Amps one module complete all as specified and directed.
Modular Socket 6 Amps 5 Pin 2 Module complete all as specified and directed.
Modular Socket 6/16Amps 5 Pin 2 Module complete all as specified and directed.
Modular blanking plate suitable for 1 Module complete all as specified and directed
Ceiling rose surface backlite 65 x 20mm size three terminalcomplete all as specified and directed.
Lamp holder, PVC/ Polycarbonate type with back plate with and including one no of LED bulb 15 watt Base-22 retrofit type complete all as specified & directed.
LED lights fitting 1x 20 Watt, 220V,AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose including 20 watt LED tube rod complete all as specified and directed.
10W Bulk head LED luminaries Die cast aluminium alloy body ,heat resistent prismatic glass cover ,with specially designed gasket incl all accessories & fixtures, internally prewired and connecting by provding copper flexible wire 23/.0076 mm twin core upto fitting, complete in all respects complete all as specified and directed by Engineer-in-Charge.
Surface mounted wall mirror LED light 2 feet Compact & sturdy 10 watt LED decorative fixture with anti glare polycarbonate diffuser, multi purpose lighting solution & applications .all accessories & fixtures, internally prewired and connecting by providing copper flexible wire 23/.0076 mm twin core upto fitting, complete all as specified and directed.
Distribution Board double door made out of CRCA mild steel sheet surface with insulated material like polyester or with epoxy powder coating and IP 43 & IK 09 protection, surface mounting, 4 way SPN, 240 volts with bus bar rating 200 Amps, dust and vermin proof suitable for incorporation of MCB’s and isolators etc flushed on the existing wall , to match with existing surface and making all necessary connections complete all as specified and directed.
ISOLATOR DP 40 Amps, 230 volts complete all as specified and directed.
ISOLATOR SP 6- 40 Amps, 220 volts , 50 Hzs, 10 KA , "C" series, ISI marked all as specified and directed.
Clean dry sand laid in trenches/ducts for bedding and cushioning to cable, 8cm in depth before laying the cable and 15 cm in depth after laying the cable including spreading, levelling and consolidation complete all as specified and directed. Note : Consolidated/punned sand shall be measured for payment purpose.
Supply and laying burnt bricks sub class "B" old size for cable protection laid flat length perpenducualr to the axis of cable complete all as specified and direted by Engineer-in-Charge.
Earthing complete with and including galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected with and including galvanised iron or steel earth wire, 4mm dia (No. 8 SWG) by means bolts, nuts, check nuts and washers made out of galvanised iron, 15 mm bore (light grade) GI pipe for protection of earthing lead, 20 mm bore (light grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 50 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and comman salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SSR Part-I (2009) complete all as shown on drawings and as specified and directed by Engineer-in-Charge. Note : The unit rate includes for protecton pipe 15mm and GI earth strip 4mm from top of earth plate upto 7.50 metre above ground level.
XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric cables (heavy duty) cross sectional area 10 sq. mm, 2 core,stranded aluminium conductor including cable glands, cable lugs etc , to suit the cable size, 1100 volt grade, ISI marked, laid in trenches or fixing along the poles or passing through the pipes or laid under floors or through walls/ducts etc. complete all as specified.
Exhaust fan 300 mm sweep metal body, heavy duty, Single phase AC 230/240V, with energy efficient motor, pre lubricated double ball bearing, speed 900 rpm complete with louvers for wall mounting including grouting,making hole in the wall and holding down bolts, nuts, washers and provision of flexible copper conductor cable 3 core from ceiling rose to exhaust fan incl cutting of hole of required size for fixing of the exhaust fan complete all as specified and directed
Water heater (Geyser) storage type electric of capacity 25 Ltrs , BEE 5 Star rated, ABS body, metal tank with glasss lined coating, multiple heating option, shock safe plug, puf insulation, incoloy glass coated anode rod / copper heating element with ISI mark , adjustable knob for temp setting with minimum 8 Bar high working pressure, multi functional safety valve & whirl/Swirl flow technology, thermostat electronic type, complete including superior quality copper connection pipe heavy duty 15mm dia 450mm long, brass adopter for water connection with nikhel coated ISI marked with fastner, nut bolts, washers duly grouted, giving shape to hole as suitable and plasetering including making good of disturbed surface as per existing surface, connecting to inlet and outlet valves, testing complete all as specified and directed by Engineer-in-Charge. Note :- Warranty certificate to be produced by the contractor from OEM for the following components before processing the bill. (a) for product -02 Years (b) for Heating element-03 years (c) for metal tank-07 Years
DWC (Double wall corrugated) pipe conforming to IS 14930 Part-I of size 63 mm outer dia and 50 mm internal dia laid in trenches or fixing along the poles or passing through the pipes or laid under floors or through walls/ducts etc. complete all as specified.
Bairagi Builders (BID ID -3323499)
M/S SHANTI SARUP DINESH CHAND (BID ID -3318411)
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