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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.0 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹25.8 L+₹4.3 L (20.1%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹27.3 L+₹5.8 L (27.0%)Rejected-Finance | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹28.9 L+₹7.4 L (34.7%)Rejected-Finance | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹31.8 L+₹10.4 L (48.3%)Rejected-Finance | L-5 | Rejected-Finance L-5 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
13 Sept 2024, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
CLEANING/REPAIR OF SEWAGE LINE, MANHOLE, SEPTIC TANK, SOAKAGE WELL AND CAMOUFLAGE TO BUILDING, ROOFING AND OTHER CONNECTED MISC WORK IN CCD PATTERN AS APPROVED BY STN HQ IN TECHNICAL AREA AT AF STN MCC BASANT NAGAR UNDER AOR OF GE (AF) FARIDABAD
2024_MES_667103_1
GE (FBD)/AF-35/2024-2025
Open Tender
Civil Works
Item Rate
180 days
Basant Nagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹80,000
Yes
10 Dec 2024
20 Jul 2024
19 Sept 2024
20 Jul 2024
13 Sept 2024
3 Aug 2024
20 Jul 2024 - 27 Jul 2024
Amount
Demolition/Dismantling of Brickwork or stone/ boulder masonry, built in cement mortar incl all quoins, arches, pillars, etc complete all as specified and directed by Engineer-in-Charge.
M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
All as per item No 02 above but except bricks.
M&L for brick work with sub class ‘B’ bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls, built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of new plastered surface and applying two coats of oil emulsion distemper on wall over one coat of primer etc complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface & applying two coats of cement based paint over a coat alkali primer resistance and complete all as specified and directed by Engineer-in-Charge.
M&L for two coat of Acrylic smooth exterior emulsion paint over one coat of acrlic primer incl preparation of new plasterd surface complete all as specified and directed by Engineer-in-Charge. Note : Colour and make as approved by GE.
M & L for preparation of new plastered surface and applying two coats of oil emulsion distemper on ceiling over one coat of primer etc complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatmen and applying two coats of oil emulsion distemper over a coat of primer on surface of walls through electrical operated grinder etc, complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatmen and applying one coat of oil emulsion distemper over a coat of primer on surface of walls through electrical operated grinder etc, complete all as specified and directed by Engineer-in-Charge.
M&L for reparing of RCC projection, chajja, roof facia, celling by scrapping, cutting, derusting and cleaning exposed reinforcement surfaces of damaged loose RCC surface and applying neat cement slurry @ 3 kg/Sqm and filling the surface with cement plaster 1:3 one or two layer as reqd or PCC 1:2:4 as directed by Engr-in-Charge with or without facia and smooth finished and smotth edges incl two coats of finished to match with the existing surface at any height and in any situation including necessary foRM work complete all as specified and directed by Engineer-in-Charge.
M&L cement concrete type B-2 1:2:4 (40mm graded stone aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters buttreses columns, pillars, boundry pillars and posts and like for fixing of angle iron on top of boundry wall , including foRM workcomplete all as specified and directed by Engineer-in-Charge.
M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the mild steel wire (annealed) not less than 0.9mm dia or securing with clips and complete all as specified and directed by Engineer-in-Charge.
All as per item No 13 above but 6 to 8 mm dia and over and including in stirrups, spacers and binders
Taking down cement plaster of any description on concrete surfaces such as soft it of RCC slab, chajjas and brick walls etc inck raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cenent) incl WPC @3% by wieght of cement as per user manual at any height etc complete all as specified and directed by Engineer-in-Charge. Note : WPC wil be measured and paid separately
M&L preparation of newly plastered surfaces, and applying two caoatof weather paint (Apex) paint over a coat of exterior primer colour and tint as ordered OR in CCD pattern upto 15 meters height on wall sides and soffits of the beams, ceiling, facias parapets etc complete all as specified and directed by Engineer-in-Charge.
M&L preparation of old painted steel and iron surfaces of any description by brooming down or steel wire brushing, scapping down smoke soot moulds, moss and efflorescent salts and greasy spots of roof/ CGI Sheets, steel gates steel doors, steel rolling shutters, steel eves boards etc, exc 10cm width or girth applying one coat of synthetic enamel paint in colour and tint as ordered OR in CCD pattern upto 15 metres height complete all as specified and directed by Engineer-in-Charge.
Complete removal of existing surface treatment from the old plasterd pointed/ concrete surfaces vertical or horizonatal including brooming down for steel worir brushing, scrapping down, smoke soot moulds moss and efflorescent salts and greasy sports etc complete all as specified and directed by Engineer-in-Charge.
M&L for two coat of exterior emulsion paint (weather coat) over a coat of exterior primer, colour and tint as ordered OR in CCD pattern upto 15 metres height including sides and soffits of the beams, ceilings, fascias, parapets etc complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old plastered/ unplastered old decorated surfaces of wall pillars, cornicers by brooming down or steel brushing, scraping down smoke roots moulds moss and efflorescence salts trading oil greasy spots etc and applying one coat of exterior emulsion paint (weather coat ) over a coat of exterior primer colour and tint as ordered OR in CCD pattern upto 15 m height including sides and soffits of the beam ceilings fascats parapets etc complete all as specified and directed by Engineer-in-Charge.
Dismantling of plain or corrugated steel sheeting, any gauge thickness including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge.
S&F 0.63 mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap with L type or J-type or cranked hook bolts in lieu of screws in roofs, wall etc with grade of zinc coating complete all as specified and directed by Engineer in Charge.
All as per item No 23 above but except Sheets
S&F 0.63 mm thick Plain, galvanised, mild steel sheeting in ridges, hips valley gutters drip and straight flashings (length and girth as fixed) with grade of zinc coating complete all as specified and directed by Engineer-in-Charge.
M&L for preparing new zinc (or galvanised) surfaces to receive painting by coating with mordant solution including washing and cleaning etc steel and iron surfaces and applying two coat of synthetic enamel paint of any description over 10 cm width or girth in CCD pattern as approved complete all as specified and directed by Engineer-in-Charge.
S&F for 110 mm bore PVC pipes single socketed pressure rating @ 4Kg/Sq cm length 'Medium grade' with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete, incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
M&L for one layer of 3mm thick external wall care Putty for external wall Surfaces of Bldg on old scraped surfaces or new plastered surfaces and obtain smooth finish using sand paper incl complete removal of existing treatment complete complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium framed work for door, window / vent (powder coated) aluminium section weighting 0.55kg/RM with one or more rebated incl jointed cleat for fixing etc complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium powder coated door shutter , aluminium section weighting not less than 0.55kg/RM incl necessary 4.8mm th sheet glass ordinary quality / frosted glass or ACP sheet incl joining with cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, handles, lock , 2 x 150mm aluminium handles, 3 x 100mm hinges aluminium, 2 x 150mm Aluminium tower bolts,1xdoor stoper,1xHydralic door closer with each shutter any type incl taking down complete all as specified and directed by Engineer-in-Charge.
M&L for anodised aluminium powder coated window and ventilator shutters, aluminium section weighting not less than 0.55kg/RM incl necessary 4.8mm th sheet glass ordinary quality glass/ frosted incl joining with cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, handles, lock , 2 x 150mm aluminium handles, 3 x 100mm hinges aluminium, 2 x 150mm Aluminium tower bolts complete all as specified and directed by Engineer-in-Charge.
M&L for aluminium Anodized powder coated fixed frame of partiton or fixed window / ventilator , aluminium section weighting not less than 0.55kg/RM incl 4.8mm thick sheet glass oridinary quality ' frosted glass or ACP sheet joining with rubber beading , aluminium snap beading complete all as specified and directed by Engineer-in-Charge.
S&F aluminium wire guard mesh of 4mm nominal dia of wire and average width of aperture 75 - 85mm and fixed with aluminium frame / staples complete all as specified and directed by Engineer-in-Charge.
M&L for 4.8 mm thick float glass ordinary quality' frosted glass and glazing with aluminum beeding and gasket to aluminum framework in square exc 0.50 sqm in each pane in repair complete all as specified and directed by Engineer-in-Charge.
S & F for plain gypsum board panel 12.5mm thick on ceiling with and incl necessary GI frame used with ' T ' or any section accessories etc of galvanized steel all as per manufacturer design confoRMing to IS-2095 and 2542(1981) the weight of the board shall be not less than 7 kg per sqm incl dismantling of walls and ceiling board any type and two coat of OBD over a coat of putty complete all as specified and directed by Engineer-in-Charge.
M&L in repair for PVC hollow wall panelling 7 to 8mm thick any colour/design approved by engr-in-charge, inclusive of fixing on to wall incl moulding end caps fixed with PVC sleeves and screws as required at site complete all as specified and directed by Engineer-in-Charge.
S & F for 10 -12 mm thick glass door, frosted with certain logo, fixed with floor spring, fixed on floor with two nos stainless steel handle of 300mm on each leaf and fixed partition arrangement incl necessary provision to lock the door complete all as specified and directed by Engineer-in-Charge.
M&L for providing and fixing 10 mm thick plaster of paris ceiling (Gypsum anhydrous) of approved design/ pattern to flat surfaces incl all necessary MS frame work, 12 mm thick board and fittings as per standard practice and as per manufacturer's instrs reinforced with GI wire mesh incl dismantling of walls and ceiling board any type complete all as specified and directed by Engineer-in-Charge.
M&L for providing & fixing False ceiling with Gypsum based ceiling tiles and frame work (with aluminum foil on one side) of size 595 x 595 mm of thickness not less than 9 mm including with GI powder coated frame angle /tee grid frame work for ceiling with following specfication (a) S&F Angle of side 25x25x1mm powder coated (b) 25x25x1 mm GI powder coated at Bottom tee as in main member (c) 25x25x1 mm thick GI powder coated at bottom tee as ibn cross members (d) S&F 1.6mm dia GI wire suspenders alongwith adjustable clamps to maintains leveling inculding fixing to ceiling fasteners & dismantling of walls and ceiling board any type complete all as specified and directed by Engineer-in-Charge.
M&L for coral wall texture paint flasks type consisting of fiber natural gem, semi-precious pigmented granules, pearl and spary texture of high resistance, fire proof polymer alkali resistance, anti-corrosion and anti-condensation with natural stone, lime stone quartz etc. that given a scam less wall surface without joints, reples water ultra violet rays from sunlight including removing of, alage and fungus applied on wall or ceiling with trowel and roller complete all as specified and directed by Engineer-in-Charge.
M&L for Finishing walls with textured exterior paint of required shade : New work (Two coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm including removing of, alage and fungus applied on wall with trowel /roller complete all as specified and directed by Engineer-in-Charge.
Taking down existing roof treatment of any description and any type complete all as specified and directed by Engineer-in-Charge.
M & L for Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, incl Brushing neat cement slurry with 3.6 kg of cement per sq. metreetc complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual at any height etc complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of roof surface & applying evenly a tack coat of industrial bitumen 85/25 grade @ 1.2 Kg/Sqm including APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced wih polyster non wove fabric (wt not less than 150 gms/sqm) land on primed surface by forced application, joints to be touched hot and width of overlaps not be less than 150 mm complete all as specified and directed by Engineer-in-Charge.
M&L for Chicken wire mesh of size 12.5 mm and wire dia 0.51 mm (24 SWG) hexagonal construction, stretched fiRMly for roof treatment, complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:2:4) nominal mix, type B-0, using 12.5mm graded stone aggregate in roof padding and surface finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
M&L for Making benching with PCC (1:2:4) type B0 using WPC along side wall adjoining to roof in concave shape complete all as specified and directed by Engineer-in-Charge.
Removing plants / sherbs duct wall , junction with roots using herbicide chemical of existing brick or concrete for multistoried building at any storeyed and any height and match the surface with existing surface using 1:3 CM, complete all as specified and directed by Engineer-in-Charge.
S&F for tripple layered rotational moulded polyetheylene water storage tanks (cylingrical verticlal with closed top) of 500 ltr capacity, hoisted and fixed in any position incl 20 mm dia ball float valve with aluminium fitting, GI nipple and any fitting ,dismantling existing water tank complete all as specified and directed by Engineer-in-Charge.
S&F for tripple layered rotational moulded polyetheylene water storage tanks (cylingrical verticlal with closed top) of 1000 ltr capacity, hoisted and fixed in any position incl 20 mm dia ball float valve with aluminium fitting,GI nipple and any fitting , tank cover dismantling existing water tank complete all as specified and directed by Engineer-in-Charge.
S&F for Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. for Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc and hoisting if required reconnecting and re-fixing in position. (incl writing in white paint of 150mm size " Tank cleaning on dt _______ " complete all as specified and directed by Engineer-in-Charge. (a) Tank Capacit exc 250 Ltr but n exc 500 Ltr.
S&F for Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. for Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc and hoisting if required reconnecting and re-fixing in position. (incl writing in white paint of 150mm size " Tank cleaning on dt _______ " complete all as specified and directed by Engineer-in-Charge. (a) Tank Capacit exc 500 Ltr but n exc 1000 Ltr.
Taking up or down 15 mm dia bore steel tubing and connection including cleaning for refixing or removed to storecomplete all as specified and directed by Engineer-in-Charge.
S&F for GI tubing 15mm bore medium grde with all fittings and fixed complete to wall and ceiling or laid in floors etc incl cutting chases in brick wall pinning in making good in CM 1:3 to facings where required complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 15 mm bore medium grade medium grde with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
Suuply & Fixing only in repair steel tubing and connection 15 mm dia bore to wall and laid in floors complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connection including cleaning for refixing or removed to store, 20 mm dia bore complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 20 mm bore medium grade medium grde with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing only in repair steel tubing and connection 20 mm dia bore to wall and laid in floors complete all as specified and directed by Engineer-in-Charge.
S&F for Gun-metal globe or gate valves of 20mm bore , with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance incl one layer of 3mm thick wall care putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including floor finishes/tiling work and disposal of debris complete all as specified and directed by Engineer-in-Charge.
M & L for 50 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone agg) as in plinth protection / path/ any paved area complete all as specified and directed by Engineer-in-Charge.
M&L 75mm thick PCC type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment incl 25mm thick sand filling ccomplete all as specified and directed by Engineer-in-Charge.
M&L for 60 mm thick machine cut precast concrete inter locking paver block except tile ,(M-35) grade any clours as approved by GE complete all as specified and directed by Engineer-in-Charge.
M&L for 80 mm thick machine cut precast concrete inter locking paver block with grey cement and pigment ,(M-40) grade any clours as approved by GE complete all as specified and directed by Engineer-in-Charge.
M&L for 80 mm thick machine cut precast concrete inter locking paver block except tile ,(M-40) grade any clours as approved by GE complete all as specified and directed by Engineer-in-Charge.
M & L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M & L for machine pressed chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, incl dismantling complete all as specified and directed by Engineer-in-Charge.
M&L for 25 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor/sub base finishes complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 150 mm bore SWG pipes of depth not exc 1.50 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 150 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 300 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers of any size, and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting of existing manholes of any size depth and removing of all solid/semi-solid matter of silt residue both organic or inorganic in nature (mechanical system or using suction pump where ever required up to any depth )and incl removing RCC manhole Covers and refixing the same after making the manhole fully functional, complete all as directed by Engineer-in-charge.
Dewatering/desilting for the septic tank of any capacity exc1.50 m and n.exc 4.5 m deep solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge. Note for Item : The Septic tank shall be measured more than one time as per requirement.
Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft or loose soil for shafts, wells,drains, manholes etc n exc 10Sqm on plan for sewage line & foundation etc complete all as specified and directed by Engineer-in-Charge.
All as per item No 78 above but exceeding 1.5 M depth and not exceeding 3 M for foundation, etc., and getting out in Soft/ Loose soil.
All as per item No 78 above but exceeding 3.0 M depth and not exceeding 4.50M for foundation, etc., and getting out in Soft/ Loose soil.
Demolition and breaking up drain pipes 100mm dia ( Salt Glazed ware, AC or reinforced concrete) set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and directed by Engineer-in-Charge.
Demoltion and breaking up existing sewag(SWR/ AC pipes and the like, 150mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge.
Demoltion and breaking up existing sewage (SGSW / AC pipes and the like, 200mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge.
S&F 110 mm PVC (SWR ) , pipes single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified and directed by Engineer-in-Charge.
S & F RCC Class NP 3, 150 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.
S & F RCC Class NP 3, 200 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engineer-in-Charge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed by Engineer-in-Charge.
S & F in repair for precast factry made reinforced cement concrete Manhole cover of existing size (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of 60mm thick (size of the cover will be itimated by the Engineer-in-Charge) complete all as specified and directed by Engineer-in-Charge.
S&F mild steel work such as in angle iron, flat iron fillets etc for horn, fixing of barbed wire to RCC post, securing wire mesh etc. including all necessary cuttings, drilling, bolting or riveting etc and including 10mm MS bars as in tie bars fixed to fencing posts including necessary welding where required, as per site requirement and other similar works complete, confoRMing to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.
S&F in repair precast factory made polycrete (SFRC) medium duty perforated drain cover 100 mm thick rectangle in shape upto 01 sqm area each with hole for drain complete all as specified and directed by Engineer-in-Charge.
Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed by Engineer-in-Charge.
M&L for Plain cement concrete (1:2:4) Type B-1, (using 20mm graded crushed stone aggregate), as in copings, kneelers , apex stones,bed plates, including weathering ,slightly rounded /benching or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge. Note : Rates include for use of formwork
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 round section) in cement concrete 1:2:4 type B1, smooth finished and refoRMing benching as required, 100mm dia pipe 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 round section) in cement concrete 1:2:4 type B1, smooth finished and refoRMing benching as required, 150mm dia pipe 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 round section) in cement concrete 1:2:4 type B1, smooth finished and refoRMing benching as required, 200mm dia pipe complete all as specified and directed by Engineer-in-Charge.
M&L for salt glazed stoneware gully trap, square or round moulded type 'P', 150x150mm size complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete 1:3:6 type C2 (using 20 mm graded stone aggregate) as in surface channels, drains and bed of manhole 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 form moulds, mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge.
M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling, and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.
M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.
S&F for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F for 100mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.
S&F 75mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.
S&F for 100mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S& F for 75 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S& F for 100 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.
S&F for 100mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
All as per item No 114 above but laid in trench or in floor
S&F for 110mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC bends/junction with access door any radius complete all as specified and directed by Engineer-in-Charge. .
S&F for 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.
S&F for 75mm dia PVC (SWR) multi floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.
S&F for 75 mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
S&F for 75 mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) floor trap, plain with CP grating including jointing with solvent cement, 75mm diameter of outlet, complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs ( for manholes etc.), shelves and similar articles with plain faces including necessary foRM work, set in cement mortar 1:6 complete complete all as specified and directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid for separately under respective item.
S&F TMT MS bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.
Removing daberies/excavated material to a distance exceeding 1.5KM but not exceeding 5 KM and depositing where directed at a level n. exc 1.50 m above the starting point complete all as specified and directed by Engineer-in-Charge.
PRAHLAD NARAIN KOLI (BID ID -3095530)
SAGAR ENTERPRISES (BID ID -3089935)
DEV CONSTRUCTION (BID ID -3090553)
GIAN BUILDERS (BID ID -3092829)
M/S Yamin (BID ID -3077527)
MAHABIR SINGH (BID ID -3090476)
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