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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | L2₹41.6 L+₹1.1 L (2.71%)Rejected-Finance | L2 | Rejected-Finance High Bidder | |
| 3 | L3₹41.6 L+₹1.1 L (2.80%)Rejected-Finance | L3 | Rejected-Finance High Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical dis Qualified |
Tender Value
₹43.2 L
EMD Value
₹87,000
Closing Date
6 Mar 2023, 11:00 amClosed
Superintending Engineer
Superintending Engineer 16th Circle Irrigation work Pratapgarh
Construction of Dormitory, Septic Tank, Outside Approach Road, Roof Top Rain Water Harvesting and High Mast Light In The Campus of Underconstructing Inspection House at Gauriganj, Amethi. Road, Roof Top Rain Water Harvesting and High Mast Ligh
2023_UPIDC_773981_3
06/SE/XVI/2022-23
Open Tender
Civil Works
Item Rate
180 days
Amethi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,787
₹87,000
30 Jun 2023
1 Mar 2023
6 Mar 2023
1 Mar 2023
6 Mar 2023
1 Mar 2023
Amount
CONSTRUCTION OF DORMITORY BULIDING
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
Sand filling in pinth including supply necessary qunatity of sand from a distance not excluding 8 km from the site of work and including watering dresssing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work.
Providing and laying cement concrete in 1:6:12 (1 Cement : 6 coarse sand : 12 graded Brick Ballast 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering, All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Centering & Shuttering for RCC work in building work.
Brick work with common burnt clay(Non modular) bricks of class 150 in in foundation & plinth in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar
Earthwork in filling by power transport for a lead upto 2.0 km including excavation loading, unloading, manual compaction and dressing including all lifts.
Providing and laying cement concrete in 1:6:12 (1 Cement : 6 coarse sand : 12 graded Brick Ballast 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in slabs & beams excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
Brick work with common burnt clay(Non modular) bricks of class 150 in for super structure above plinth level upto floor V level in all shape and sizes in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
Making Drain along apron.
12 mm plaster with cement mortar in proportion of 1: 3cement & fine sand of 1.25 F.M.(For weather exposing surface)
12 mm plaster with cement mortar in proportion of 1: 4 cement & fine sand of 1.25 F.M.(For inner surface)
12 mm plaster with cement mortar in proportion of 1: 3 cement & fine sand of 1.25 F.M.(For ceiling surface)
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surroundings of pipes and conduits etc, complete (plinth area of the building at found floor only shall be measured as per I.S. 6313 (Part II 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chlordance will be used. the rate of application of chemical emulsion shal be as follows :(1) treatment for masonary & oundation 5 liters per Sqm. (2) back fill in immediate contract with foundation 7.5 liers/Sqm (3) Treatment of top surface of plinth. filling 5 litres per Sqm (4) Treatment of soil along external perimeter of building 7.5 liters/Sqm. (5) tretment of soil under apron along external parimter 5 liters/Sqm.
Providing and laying "brick coba" 12mm thick laid with M150 class brick bat coba 7.50cm. Thick with gap of 15mm to each other. Over 20mm. Thick base of cement mortar 1:4 cement and coarse sand mixed with water froofing compound spreading cement slurry mixed with aerelic cement concrete waterproofing compound filled gaps of coba & top of coba mortar mixed with water froofing compound. in 1:4 cement & coarse & morter finished smooth & top mashed false square 30cmx30cm & side wall prapet shall be monolythic plaster wall up to 30 cm higher & junction corner shall be rounded by brick ballast & cement and coarse sand masonary coba with top finished mixed with acetic water proofing compound @2% by weight & including S/o all material, labour, T&P etc. com for proper completion of work (S.I.9)
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. . 35 mm thick shutters of Second class teak wood
Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating ets, (when not included in and overall rates) wrought to required shape as necessary for bendingetc. Including supply of steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of works for fabrication of Grill/ stair case railing.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
Supply and fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished and jointed with white cement slurry and pigment& polishing complete including supply of all materials, labour T&P etc. required for proper completion of the work. (Size of tiles upto 300x 300 mm)
Painting or varnishing on iron work in small area or new wood work with one coat of ready mixed priming paint & one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour tools & Plants etc, required for proper completion of the work paint to be used should confirm the ISI no. 103.1950 and for 1 extra coat.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16mm
Tower bolt including all materials, labour and T&P etc with proper completion of the work.
Handle including all materials, labour and T&P etc with proper completion of the work. 125 mm
Stainless steel SS grade 304 , curtain rod 25 mm dia 1.20mm thick
Stainless steel SS grade 304, brackets ( curtain rod) 25 mm dia 1.20mm thick
Wiring point for light with 1.5 sq.mm.FR PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, modular type switch & ceiling rose/angle/batten holder on 3mm. Thick phenolic laminated backelite sheet etc. complete in all respects as directed including matching colour wash.
Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash.
Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge.
Wiring point for plug with 1.5sq.mm. FR P VC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and piano type switch and socket etc.,complete in all respects including matching colour wash.
SUBMAINS Supply and wiring of submain with two number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit concealed in wall, with one number 14 SWG copper earth continuity wire etc., complete in all respects including matching colour wash etc. complete in all respect.
Supply and wiring of submain with two number 4 sq.mm. FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm. dia heavy gauge rigid steel conduit partly concealed in the wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour wash etc. complete in all respects.
Light & Fan Fixture Supply & fixing of Batton/Angle holder including making connection etc. as required.
S&F of LED tube light with batten suitable for up to 1x22 W LED tube light fitting including tube on surface complete in all respects. Cat AAA
Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work
Errection and testing of exhaust fan and on the existing hole with suitable size of rag bolts,nuts and washers etc. complete in all respects.
Supply and fixing of fan regulator (Modular)120-280 V , ISI marked, on the exiting switch board including making connection, all the required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer I/C of work.
Earthing System Supply and burying of Safe Earthing Electrod T-19 Cu-Copper Coated,Length 3000mm,outer pipe 48.4mmx3.2mm,inner pipe 26.9mm x 2.6 mm,terminal Dia 12mm,coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing.(From electrode terminal to switch board,cost of 25x3 Copper Strip will be extra) Make : As approved in U.P.P.W.D. & C.P.R.I. Certified.
Supply and fixing of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects.
MCB's & DB's S & F surface/Flush mounting 6ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.
S&F surface/flush mounting 4 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.
S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve CAT A
S/f of 40 Amp. 4 pole Isolator.CAT-A
S/f of 63 Amp. 4 pole Isolator.CAT-A
S&F of 40 Amp. D.P. Isolator
Supply and fixing following size/module, G.I box alongwith moduler base & cover plate for modular switches in recess etc. as required. Three module (100x75mm)
Supply and fixing following size/module, G.I box alongwith moduler base & cover plate for modular switches in recess etc. as required. Four module (125x75mm)
Supply and fixing following size/module, G.I box alongwith moduler base & cover plate for modular switches in recess etc. as required. Six module (200x75mm)
Supply and fixing following size/module, G.I box alongwith moduler base & cover plate for modular switches in recess etc. as required. Eight module (125x125mm)
Supply and fixing following size/module, G.I box alongwith moduler base & cover plate for modular switches in recess etc. as required. Twelve module (200x150mm)
Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.
Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. (a) White Vitreous China Flat back wash basin size 550x 400mm with single 15mm C.P. brass pillar tap pillar tap.
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipe (a) 32mm dia
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipe (b) 40mm dia
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing :Rectangular shape 1500x450mm
Providing and fixing 8mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge 15mm nominal bore
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge of 15mm dia nominal dia.
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour, 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190 gms.
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe.
Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe.
Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm
Providing and fixing centrifugaly cast iron single equal plain junction of required degree. a) 100x100x100mm
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion of single socketed pipes. a) 110mm diameter
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighing not less than 440 grams.
Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall (a) 25mm dia nominal bore (medium duty)
Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall (b) 32mm dia nominal bore (medium duty)
Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. a) 15mm dia nominal bore
Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. b) 20mm dia nominal bore
Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 15mm dia nominal bore.
Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 20mm dia nominal bore.
Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 25mm dia nominal bore.
Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 32mm dia nominal bore.
Providing and fixing 45cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore
Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore
Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore
Providing and fixing gun metal gate valve with wheel of approved quality. 20mm dia nominal bore
Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore
Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 20mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25mm nominal bore
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. a) Circular Tank
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50 m. a) Pipes 80mm to 300mm diameter.
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 100mm diameter S.W. Pipe
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter S.W. Pipe
Providing and fixing square mouth S.W. Gully trap grade 'A' complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 100mm. size P type With Sewer bricks conforming to IS : 4885
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg).With FPS bricks of class designation 75 (i) For Sewer Line
Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20mm nominal size) as per standard design With 20x20mm square bar
CONSTRUCTION OF ROOF TOP RAIN WATER HARVESTING
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. In ordinary soil upto 1.5m depth
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. In ordinary soil upto 1.5m to 3.0m. Depth
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. In ordinary soil upto 3.0 m to 4.50 m. Depth
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
Brick work with common burnt clay(Non modular) bricks of class 150 in for super structure above plinth level upto floor V level in all shape and sizes in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
Centering & Shuttering for RCC work in building work.
12 mm plaster with cement mortar in proportion of 1: 2 cement & coarse sand
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D.-10-Circular shape 500mm internal diameter.
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter S.W. Pipe
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter S.W. Pipe
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. Pipe
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. Pipe
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
CONSTRUCTION OF OUTSIDE APPROACH ROAD & EARTH FILLING
Earthwork in filling by power transport for a lead upto 2.0 km including excavation loading, unloading, manual compaction and dressing including all lifts.
Providing and laying cement concrete in 1:6:12 (1 Cement : 6 coarse sand : 12 graded Brick Ballast 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
Brick work with common burnt clay(Non modular) bricks of class 150 in in foundation & plinth in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar
12 mm plaster with cement mortar in proportion of 1: 3cement & fine sand of 1.25 F.M.(For weather exposing surface)
Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering, All work up to plinth level : (1 cement : 2coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
Providing and laying 80 mm thick Rubber moulded reflecting zig zag tiles of precast compressed C.C. passing minimum 30 Mpa compressive strength ISI marked of approved size, design & shape, laid in grey colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
CONSTRUCTION OF SEPTIC TANK
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. In ordinary soil upto 1.5 m
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. In ordinary soil upto 1.5 m to 3.0 m. Depth
Providing and laying cement concrete in 1:6:12 (1 Cement : 6 coarse sand : 12 graded Brick Ballast 40 mm nominal size) excluding cost of centering and shutturing- All work upto plinth level.
Providing and laying in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and curing complete, including coast of form work, in foundation and floors.
Brick work in 1 cement: 3 Coarse sand mortar in foundation and plinth including necessary cutting and moulding of brick as required including supply of all material, labour and tools and plants, etc. required for proper completion of work.
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
12 mm plaster with cement mortar in proportion of 1: 2 cement & coarse sand
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
Providing and fixing C.I. tee at the inlet and outlet of septic tank.
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D.-10-Circular shape 500 mm internal diameter
CONTRUCTION OF HIGH MAST LIGHT IN THE CAMPUS
Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
A G Enterprises
K.P. INFRASTRUCTURE
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xlsx
fin_eval.pdf
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