Construction Of 24 Person Female Hostel At Police Line Hathras
Tender Value
88.08 Lakhs
Estimated cost
Bid Submission
10 Feb 2020
0 days left
EMD
1.80 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Police Line Hathras → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 24 Person Female Hostel At Police Line Hathras
BOQ
| Name of Work: Construction of Hostel Buildingh for 24 Person Female at Police Line, Distt.- Hathras | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | FOUNDATION WORK | 1 | NOS | |
| 2 | 2 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30 cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. | 226.51 | SQM | |
| 3 | 3 | Laout of building | 106.34 | SQM | |
| 4 | 4 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. | 120.56 | CUM | |
| 5 | 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. (PWD CH 8 ITEM NO.1) | 106.34 | SQM | |
| 6 | 6 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | 19.98 | CUM | |
| 7 | 7 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Footing | 32.38 | CUM | |
| 8 | 8 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Column | 2.64 | CUM | |
| 9 | 9 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Beam | 6.56 | CUM | |
| 10 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Thermo-Mechanically Treated bars of grade Fe-500D or more) | 43.75 | QTL. | |
| 11 | 11 | Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. | 31.26 | CUM | |
| 12 | 12 | Providing and laying 40mm thick damp-proof course of cement concrete consisting of 1:1.5:3 one part cement 1.5 parts approved coarse sand and 3 part approved 13 mm graded stone grit and including water prrofing materials as ordered by the E/I in the proporation as specified by the manufacturers including supply of all material, labour and T& P etc. required for proper completion of work including proper curing and shuttering as necessary. | 18.24 | SQM | |
| 13 | 13 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 18.24 | SQM | |
| 14 | 14 | Supply and embankment of Earth including compation in ordinary soil excavation to be done from of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the aurf including supply of labour , T&P Roller and water sprinker.(M.R.)Supply and embankment of Earth including compation in ordinary soil excavation to be done from of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the aurf including supply of labour , T&P Roller and water sprinker. | 123.98 | CUM | |
| 15 | 15 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | 13.12 | CUM | |
| 16 | 16 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand. | 114.1 | SQM | |
| 17 | 17 | SUPER STRUCTURE WORK | 1 | NOS | |
| 18 | 18 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Lintel | 2.33 | CUM | |
| 19 | 19 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Slab | 49.62 | CUM | |
| 20 | 20 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Beam | 39.27 | CUM | |
| 21 | 21 | Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. R.C.C. work in Column | 22.92 | CUM | |
| 22 | 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 169.52 | QTL. | |
| 23 | 23 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | 3.13 | CUM | |
| 24 | 24 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand). | 130.38 | CUM | |
| 25 | 25 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness 12 cms & below brick work. (1:4 cement & coarse sand). | 52.8 | CUM | |
| 26 | 26 | Fixing of Door chaukhats | 53 | NOS | |
| 27 | 27 | Fixing of Window chaukhats | 40 | NOS | |
| 28 | 28 | Fixing of Ventilator chaukhats | 12 | NOS | |
| 29 | 29 | Providing & fixing of door / windows grill. | 598.54 | KG | |
| 30 | 30 | Z-Section windows with frame | 4544.67 | KG | |
| 31 | 31 | Angle iron door chaukhat 40*40*5 | 1286.3 | KG | |
| 32 | 32 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. | 901.94 | SQM | |
| 33 | 33 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. | 1167.43 | SQM | |
| 34 | 34 | 6mm thick plastering on ceiling and soffits of stairs up to floor two level instead of plastering in walls. | 398.82 | SQM | |
| 35 | 35 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in- Charge. | 2324.57 | RM | |
| 36 | 36 | Making drip course in sun shade or facia as per direction of Engineer incharge including supply of all materials, labour T & P etc for proper completion of the work. | 169.05 | RM | |
| 37 | 37 | 20 mm cement plaster in two coats backing cost 17 mm and finishing coat 3mm thick of net cement and marbel duct in ratio 5:1 on rough side of single of half brick interior plastering upto floor to level including internal rounded angles. | 51.98 | SQM | |
| 38 | 38 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. | 13.47 | CUM | |
| 39 | 39 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) | 128.816 | SQM | |
| 40 | 40 | Providing & laying \"brick Coba\" 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. | 83.41 | SQM | |
| 41 | 41 | 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | 135.2 | SQM | |
| 42 | 42 | Providing and laying vitrified tiles in floor of 600 x 600 mm size (thickness 10mm) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer , in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477 , including grouting of joints. | 37.04 | SQM | |
| 43 | 43 | Laying of 25mm thick Kota stone of size 45x45cm & above flooring over previously base with 2 cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all materials T & P etc required for proper completion of the work . | 155.72 | SQM | |
| 44 | 44 | Laying of 25mm thick Kota stone in dado of size 45x45cm & above flooring over previously base with 2 cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all materials T & P etc required for proper completion of the work . | 45.28 | SQM | |
| 45 | 45 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble/Albetta (Area of slab upto 0.50 sqm) | 7.84 | SQM | |
| 46 | 46 | Supply and fixing of 6mm thick China white glazed tile in flooring or dado laid with 1:3 (1 cement : 3 coarse sand) mortar finished with white cement jointed and polishing complete including supply of all materials, labour for proper completion of the work. | 232.64 | SQM | |
| 47 | 47 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble (Area of slab upto 0.50 sqm) | 11.35 | SQM | |
| 48 | 48 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35mm thick including ISI marked stainless steel butt hinges with necessary screws. (a) Single leaf | 89.67 | SQM | |
| 49 | 49 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35mm thick including ISI marked stainless steel butt hinges with necessary screws. (a) Double leaf | 8.4 | SQM | |
| 50 | 50 | Providing & fixing of Aluminium sheet in toilet doors. | 34.02 | SQM | |
| 51 | 51 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading | 81.57 | SQM | |
| 52 | 52 | Providing and fixing 30mm Teak wood Second Quality jalli, door shutters of vertical member top member & look rail of section 120mmX 30mm and bottom members of 170mm X30mm section including cost of wood Spilling double jali (One side Mosquito Proof Steel Jali and second side Aluminium Jali) including Door fittings as Flush door with screw, Nails T&P etc. | 16.8 | SQM | |
| 53 | 53 | Finishing walls with exterior emulsion paint of approved brand and manufacture and of required shade and undecorated wall surface to give even shade over @ 1.25 ltr/ 10 sqm including one coat of primer applied @ 0.75 / 10 Sqm coat curing and cost of all material, labour T & P etc required for proper completion of work for two coat. | 901.94 | SQM | |
| 54 | 54 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (Ceiling & inner) | 1566.25 | SQM | |
| 55 | 55 | Finishing walls with Putty approved brand and manufacture and of required shade and undecorated wall surface to give even sahde over including curing and cost of all material, labour T & P etc required for proper completion of the work. | 2468.19 | SQM | |
| 56 | 56 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. | 288.78 | Sqm | |
| 57 | 57 | Painting two coat over priming coat (but including cost of priming coat) on wooden surface up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. | 196.14 | Sqm | |
| 58 | 58 | Providing & fixing glass panes with Silcon pest & putty in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. | 88.41 | SQM | |
| 59 | 59 | Approximate cost of ISI marked oxidized iron fitting with screws for doors & windows etc. (for estimating purpose only) | 76 | NOS | |
| 60 | 60 | Providing & fixing ISI marked oxidised M.S. Tower bolts with nuts & screws etc. complete. 250 mm x 10mm | 60 | NOS | |
| 61 | 61 | Providing & fixing ISI marked oxidised M.S. Handle with nuts & screws etc. complete. (125 mm) | 108 | NOS | |
| 62 | 62 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper | 44 | NOS. | |
| 63 | 63 | COST OF RCC TANK (As per details attached) | 1 | JOB | |
| 64 | 64 | COST OF INTERNAL SITE DEVELOPMENT WORKS (As per details attached) | 1 | JOB | |
| 65 | 65 | COST OF INTERNAL ELECTRIFICATION WORKS (As per details attached) | 1 | JOB | |
| 66 | 66 | COST OF INTERNAL PLUMBING WORKS (As per details attached) | 1 | JOB | |
| 67 | 67 | COST OF EXTERNAL W/S & SEWERAGE WORKS (As per details attached) | 1 | JOB | |
| 68 | 68 | COST OF FIRE FIGHTING WORKS (As per details attached) | 1 | JOB | |
| 69 | 69 | COST OF SEPTIC TANK & SOAK PIT (As per details attached) | 1 | JOB | |
| 70 | 70 | COST OF BORING WITH PUMP (As per details attached) | 1 | JOB | |
| 71 | 71 | COST OF EARTH FILLING IN CAMPUS [15X25= 375 X 0.6 = 225 CUM] (As per Analysis) | 225 | CUM | |
| 72 | 72 | COST OF C.C. INTERLOCKING [ 60 X 3.60 = 216 SQM ] (As per Analysis) | 216 | SQM | |
| 73 | 73 | COST OF COST OF DRAIN (As per Analysis) | 60 | SQM | |
| 74 | 74 | Less 5% because work done by Nigam | 1 | Nos |
AI Tender Summary
Tender Timeline
Jan 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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