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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LRejected-Technical GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L1 | Rejected-Technical Not qualify | |
| 2 | L2₹23.2 L+₹18,309.48 (0.79%)Rejected-Finance | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹24.4 L+₹1.4 L (5.87%)Rejected-Finance | L3 | Rejected-Finance Not lowest | |
| 4 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not qualify | |
| 5 | Rejected-Technical R O VILLAGE P O CHARATGARH TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | - | Rejected-Technical Not qualify |
Tender Value
₹13.3 L
EMD Value
₹26,600
Closing Date
27 Nov 2019, 5:00 pmClosed
E E Shillai
Executive Engineer HPPWD Division Shillai
Construction of Govt Senior Secondary School at Kamrou District Sirmout HP ( SH-Construction of Additional Two rooms with verandah)
2019_PWD_32641_3
PW/SD/CB/TA/2019-20-6202-6301 Dated-05-11-2019
Open Tender
Civil Works - Buildings
Item Rate
180 days
Shillai
please refer to tender document
11 documents required · 11 mandatory
₹500
EE Shillai
₹26,600
27 May 2021
15 Nov 2019
28 Nov 2019
15 Nov 2019
27 Nov 2019
15 Nov 2019
Amount
Excavation in foundation, trenches etc. in earth work in all heights and depths in all kinds of soil including struated soil comprising of pick work, jumper work, blasting work ( both soft and hard rock ) and shall be excavated with chiselling and wedging out rock ( where blasting is prohibited ) and their interemediate classification of soil on the drawing and as directed by the Engineer-in-Charge at site, according to the HPPWD specifiction of 1990 volume-I and sorting out useful and unuseful materials andstacking the same in all leads and lifts and transportation of the unuseful materials for disposing at dumping sites ( to be arranged by the contractor ) including payment of MC or local body charge if levied will be born by the contractor through all modes of transportation including head load,animal load or mechanical means along with its levelling fine dressing and all labour machineries materials, tools equipements and safety measures and incidentals necessary to complete the work by mechanized means and labour ( If required ). All useful materials such as stones, shingles, aggregate and slates shall be sorted along road side to the maximum possible extent in all leads and lifts through all modes of transportation and used and removed as per the direction of Engineer-in-Charge .Any loss to the public and private properly during the course of execution and dispoal of serviceable and un-serviceable materials shall be the aboulute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Filling in plinth with sand under floors including watering ramming consolidating and dressing complete as per HP.PWD., specification 1990 volume-I ( one ) including carriage of all labour equipments and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing form work with steel plates 3.15mm ( Three decimal one five milimeter ) thick welded with angle iron in frames 30x30x5mm ( Thirty into thirty into five milimeter ) ,so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden / steel battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00 mtrs ( four meters ) and removal of the same for in-situ reinforced concrete and plain concrete work as per HP.PWD.,specification 1990 volume-I ( One )including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge in :- a) Foundation, footing, basis of columns etc. and mass concrete.
b) Flat surface such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm ( Two hundredmilimeter) in thickness
c) Columns, pillars, posts and struts, square, rectangular or polygonal in plan.
d) Beams, cantilevers,girders and lintels sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1.00 mtrs ( One meter )in depth in all heights from floor level.
e) Edges of slabs and breaks in floors and walls under 20cm ( twenty centimeter ) wide in all floor level.
Providing and laying cement concrete 1:6:12 ( One cement : six approved sand : twelve graded crushed stone aggregate 40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation and plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.
Providing and Laying cement concrete 1:5:10 ( One Cement : five sand:Ten crushed stone aggregate40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation and plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete work mechnically mixed and vibrator 1: 1.5 : 3 ( One cement : One and half approved sand : three graded crushed stone aggregate 20mm ( twenty milimeter ) nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- a) Foundation, footing, basis of columns etc. and mass concrete including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge as per HP.PWD., specification 1990 Volume-I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entiresatisfaction of the Engineer-in-Charge.
b) Suspended floors,roofs,landings and shelves and their supports,balconies, beams, girders,bressumers and cantilevers upto all floor levels including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
f) Columns,pillars, posts and strutts upto all floor level including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
e)Lintels beams, girders bressumers and contilevers etc.upto all floor level including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and laying upto first floor two level reinforced cement concrete 1: 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 20mm ( twenty milimeter ) nominal size ) to give a smooth and even surface including centring and shuttering etc. and curing complete excluding the cost of reinforcement in Mouldings as in cornices windows sills etc. exceeding 15cm ( Fifteen centimeter) in grith including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of theEngineer-in-Charge .
Providing tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position including cost of binding wire complete upto all floor level as per HPPWD specification 1990 Volume-I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Applying cement slurry on RCC slab or cement concrete work using 2.75 Kg ( Two point seven five kilogramme) cement per square meter of floor aera before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete, as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and laying Damp proof corse 50mm thick ( Fifty milimeter) cement concrete 1: 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 20mm ( twenty milimeter ) nominal size ) and curing including carriage of materials within all leads,lifts and other incidental charges complete as per entire satisfaction of theEngineer-in-Charge .
Applying acoat of hot bitumen (mexphalt 80/100 or equivalent using 1.70 Kgs. ( One point seven zero kilogramme) per square meter, as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Brick work second class using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 ( one cement : six approved sand ) as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Brick work second class using common burnt clay building bricks in super-structure above plinth upto all floor level in cement mortar 1:6 ( One cement : Six approved sand )as per HPPWD specification 1990 violume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Stone soling properly hand packed under flooring as per HPPWD specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and fixing 12mm ( tweleve milimeter ) thick preliminated board both side bwp phenol bonded exterior/ interior grade panelled shutters with frame of first class deodar wood for doors including bright finished/black enamelled iron butt hinges with necessary screws 40mm ( forty milimeter ) thick frame as per HPPWD specification 1990 volume-I ( One )including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and fixing 19mm ( ninteen milimeter ) thick commerical board water proof shutters for cup boards including fixing with nickel plated piano hinges plated piano hinges with screws etc. complete as per HPPWD specification 1990 volume-I ( One )including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and fixing anodized aluminum Sliding Door Bolts anodized transparent or dyed to required shade and color with screws etc. Complete as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. i) 300*16 (Three hundred* Sixteen) millimetres size
Providing and fixing anodized aluminum Tower Bolts (barrel type) anodized transparent or dyed to required shade and color with screws etc. Complete as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.i). 250*10 (Two hundred Fifty into Ten) millimetres size
ii) 150*10(Onehundred Fifty into Ten) millimetres size
Providing and fixing aluminum handles anodized transparent or dyed to required shade and color with screws complete as per HP.PWD. Specification1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. i) 125mm (One hundred twenty five ) millimeters
i) 100mm size ( One hundred milimeter size)
Providing and fixing M.S. hookes of eyes 150mm ( One hundred fifty milimeter) size as per HP.PWD. Specification1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing 100mm ( One hundred milimeter) bright finished brass door stoper with rubber cuhion screwes etc to suit shutters thickness complete, as per HP.PWD. Specification1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing 40 x3 mm ( Forty into three milimeter) flat hold fast 40 cm. ( Forty centimeter) long including fixing to frame with 10mm bolts and nuts wooden flags and embending in cement concrete block 30x10x15 (Thirty into Ten into fifteen) centimetre in 1:3:6 ( one cement : three sand: Six aggregate 20mm nominal size complete, as per HP.PWD. Specification1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing mild steel plain grills of required pattern in steel window frame etc. with mild steel flats 20 x 5mm and 8 x 8 mm( twenty into five milimeter and eight into eight milimeter ) mild steel square bars in combination with or by screws as per HPPWD.,specification volume-I ( one ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Cement concrete flooring 1:2:4 (One cement isto Two sand isto Four graded stone aggregate) 20mm (twenty millimeters nominal size) laid in One layer finished with floating coat of neat cement 40mm (forty) millimeters thick as per HPPWD specification 1990 (one thousand Nine hundred Ninety ) volume-Iincluding carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing glass strips in joints of floor 40mm (Forty milimeter) wide and 4 mm(Four milimetres) thick as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One) including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
15(Fifteen milimeter) thick cement plaster skirting (upto 30(thirty) centimeters height) with cement mortar 1:3(One cement isto Three sand) finished with a floating coat of neat cement including rounding of junction with floor complete in all floors upto all heights levels complete as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One),, including carriage of all labour equipment and material to various locations through all modes of transportation in all floors including all leads lifts and all incidental charges.
Providing and fixing high pressure PVC spigot and socket,rain water pipes 110mm (One hundred ten milimeter) dia. ISI marked including fixing with approved adhesive etc. complete. as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One),, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing on wall faces PVC accessories i.e. PVC plain bend110mm (One hundred ten milimeter) for rain water pipes ISI marked including fixing with approved adhesive etc. complete. as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One),, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing cast iron holder bats including steel bolts to sand cast iron / cast (spun) iron pipes embeded in and includng cement concrete blocks 100mm x 100 x 100mm of 1:2:4 mix (One cement :Two sand :four graded stone aggrgate 20mm(Twenty milimeter) nominal size) including cost of cutting holdes and making good the walls :- 100mm (One hundred milimeter) dia as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One),, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing angle iron door, window, clerestory window frame manufactured for steel iron section of 40*40*6 (Forty into forty into six) milimeters thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle 50*4 (fifty into four) milimeters welded or rigidly fixed by mechanical means, lugs with split end tails to each jamb including steel butt hinges 2.5 (Two point five)milimeter thick with provision for locking arrangement and shock observer as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in Chrage and as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing M.S. channel frames of door, windows, clearstorey window manufactured from M.S. Channel section of 75x40 mm ( seventy five millimetre into forty millimetre) with M.S. Flats 75x 4 mm ( seventy five into four millimetre) if required in combination including hinges, jamb, lock jamb, bead if required angle threshold of M.S. angle 50x25 mm ( fifty into twenty five millimetre thick welded or rigidely fxed by mechanically means lugs with split and tails to each jamb including steel butt hinges 2.5 mm ( two point five milimetres) thick position for locking arrangement , shock observer as specified and aplying a coat of approved steel primer after pretreatment of the surface as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and fixing angle iron cupboard frames manufactured from mild steel angle iron section 25*25*5 (Twenty Five into Twenty Five into Five) millimeters thickness including hinges jamb,lock jamb,beed and if required angle thrashold of mild steel angle 25*25 (Twenty Five into Twenty Five) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after preteatment of the surface as directed by Engineer-in- Charge.
Providing and fixing steel glazed doors,windows and ventilators of standerd rolled steel sections ,joints mitred and welded with 16*3.15 (Sixteen into three point one five) millimeters lugs 10 (Ten) centimeters long embedded in cement concrete blocks 15 *10*10 (Fifteen into Ten into Ten) centimeters size of 1:3:6 [one cemen tisto three sand isto six graded stone aggregate 20 (twenty) millimeters nominal size]or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings,including providing and fixing of glass panes with glazing clips and special metal sesh putty as per HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One),, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.i) Side hung windows
Painting two coats ( excluding priming coat ) on new steel and other metal surface with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters with other then white as per HPPWD specification Volume-I ( one )including carriage of all labour equipment and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Applying priming coat over new wood and wood based surface after and including prepairing the surface by brushing to remove all dirt dust and other foregion matter. With ready mixed priming paint pink. as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
painting two coats excluding priming coat on new wood and other wood based surfacees with enamel paint brushing to give an even shade including cleaning the surface of all dirt dust and other forgion matter.with enamel paint other then white. as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
6(Six) millimetres thick plaster to ceiling in cement mortar 1:3(One cement isto Three sand) in all floors up to all heights and levels, as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.
15 (Fifteen) millimetres thick cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering up to all heights including arises. Internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty) millimetres in girth and finished even and smooth in cement mortar 1:6 (One cement isto Six sand), as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.
15 (Fifteen) millimeters thick cement plaster in single coat on the fair side of brick/concrete/stone walls for interior / exterior plastering up to all heights including arises. Internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty) millimeters in girth and finished even and smooth in cement mortar 1:6 (One cement isto six sand), as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.
White washing with lime on undecoratedceiling/slopping surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.
Distempering with oil bond washable distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surface to give an even shade over and including a priming coat of with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer complete as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.
Providing plinth protection 50mm ( fifty milimeter ) thick in cement concrete 1 : 3 : 6 ( One cement : three sand : six graded stone aggregate 20mm nominal size ) as per HP.PWD.,specification volume-I ( one ) including carriage of all labour equipment and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing under layer for plinth protection of 75mm ( Seventy five milimeter )thick(Unconsolidated)bed of dry/stone aggregate 40mm( forty milimeter ) nominal size with rammed and consolidated and grouted with fine sand including preparation of ground as per HP.PWD.,specification volume-I ( one ) including carriage of all labour equipment and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Constructing course rubble hammer dressed " U " shape open surface drain with side wall 15x22 cm(fifteen into twenty two centimeter) in cement mortar 1:6 ( one cement : six approved sand ) and inside plastering with cement plaster 1 : 3 ( One cement : three approved sand ) including earth work and laying 10cm ( ten centimeter ) cement concrete in 1:5:10 ( One cement : five approved sand : ten graded stone aggregate of 40mm( forty milimeter ) nominal size ) and 7.5cm ( Seven decimal seven milimeter )cement concrete 1:2:4 ( one cement : two approved sand : four graded stone aggregate of 20mm ( twenty milimeter )nominal size ) and finished with floating coat of neat cement complete as per standard design as per HP.PWD.,specification volume-I ( one )including carriage of all labour equipment and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
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