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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹19.0 L+₹2.8 L (17.2%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.4 L+₹3.2 L (19.5%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical NOT Fulfill the qualifying the criteria |
Tender Value
₹18.8 L
EMD Value
₹38,000
Closing Date
9 Feb 2023, 5:00 pmClosed
EXECUTIVE ENGINEER
RAJGARH DIVISION HPPWD RAJGARH
Construction of Balance work of Govt Degree College building at Rajgarh Distt. Sirmour H.P. (SH Construction of Play Ground, PCC R/wall, B/wall, wire mesh fencing, dressing room, toilet and Septic tank
2023_PWD_67852_1
No.PW.RGH.Tender-2022-23-10533 dt.31.01.2023
Open Tender
Civil Works - Others
Item Rate
60 days
RAJGARH DIVISION HPPWD RAJGARH
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹38,000
4 Mar 2023
1 Feb 2023
10 Feb 2023
1 Feb 2023
9 Feb 2023
1 Feb 2023
Amount
Excavation in earth work in hilly area in all heights and depths in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side,water pollution, etcetra and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried, out true to lines, grades, side slopes, width, camber super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 of General conditions for contract to achieve designed formation width including hauling and safe disposal of unsuitable cut materials upto all lead and lifts in specified manner i/c arrangement of dumping site trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer -in -Charge for smooth riding. . Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases.
Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.
Providing and Laying cement concrete 1:6:12 {One cement: Six sand: twelve graded crushed stone aggregate 40(Forty) millimeter nominal size} for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 (Clause Eight Hundred Two, Eight Hundred Three, One Thousand Two Hundred Two and One Thousand Two Hundred Three) and direction of the Engineer-in-Charge, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,
Providing and laying Cement Concrete 1:4:8 (one cement: Four sand: Eight graded hard stone aggregate 40mm(Twenty five) millimeter)nominal size} for plain/reinforced concrete in open foundation complete as per drawing and HP PWD techinical specifications clause 802, 803, 1202 & 1203 i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred milimeter) dia AC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.
Steel work in welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In beams joists, channels, angles, tees, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters purlins connected to common rafters and the like. in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position including cost of binding wire complete as per structural drawing in all floors up to all heights and levels, direction of Engineer-in-Charge 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.
Supplying and fixing wovenplains G.I. wire fencing of meash 50mm X 50mm to any type of standerd rails, strainging bolts etc. including provision of binding wire,steples etc. including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads, transportation in all leads,
Randum rubble masonry/ polygonal rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement :6 sand : 12 graded stone aggregate 20 mm nominal size ) at plinth level in:-Cement mortar 1:6 ( 1 cement: 6 sand) including hauling of material in all leads, lifts as per the entire satisfaction and direction of 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 HPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:2:4 [ One cement : Two sand : Four graded hard stone crushed aggregate 20(Twenty) millimeters nominal size] conforming mechanically mixed, vibrated and curing complete, excluding cost of form work and reinforcement for reinforced concrete work in Suspended Floors, roofs and landing, shelves and their support in all floors up to all heights and levels, as per H.P. PWD. Specification 1990 volume - I, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
40mm ( Forty milimeter )cement concrete flooring 1:2:4 (One cement : two sand : four graded stone aggregate 20mm ( Twenty milimeter ) nominal size ) laid in one layer finished with a floating coat of neat cement as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in flat surfaces such a soffit of suspended floor roofs landing and the like floors etc. up to 200mm thickness. all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
15mm cement plaster in single coat on fair side of brick/ concrete/ stone walls for interior/extererior plastering upto floor all level including arrises, internal rounded angles,chamfers and/ or rounded angles not exceeding 80mm in grith & finished even & smooth in cement mortar 1:6 (One cement :six sand ) as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
6(Six) millimeters thick plaster to ceiling in cement mortar 1:3(One cement : three sand) in all floors up to all heights and levels, as per HP.PWD specification 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.
Providing and laying vitrified floor tiles 600 X 600mm (AGL, NITCO, Kazaria of approved shade and sample or it's equivalent) 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 fixing 1st quality ceramic glazed tiles for skirting conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
Distempering with oil bond distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surface to give an even shade over and including priming coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth 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.
Applying priming coat over new wood and wood based surfaces after and including preparing the surfaces by thoroughly cleaning oil, grease dirt and other foreign matter sand papering and knotting with ready mixed paint brushing wood primer 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 wood based surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters with enamel paint other than white 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 & fixing mild steel plain grill of required pattern in windows etc. with M.S. flats 20*5 mm (twenty into five milimeters) and 8*8 mm (eight into 8 milimeters) square bars with screws etc. as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and fixing 2nd class teak wood work in frames of doors, window, clerestory windows and other frame wrought framed and fixed in position. as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Providing and fixing panalled glazed shutter for doors and windows including black enamelled iron butt hinges with necessary screws in 2nd class Deodar wood. as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
Constructing man hole with R.C.C. slab in 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 15 mm thick with C.M 1:3 ( 1 cement : 3 sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) finished smooth complete nominal size including curing and testing in side i.e. 800*80 mm and 1.00 mtrs. Deep including C.I. cover with from light duty single seal pattern –I) 450mm *610 mm internal dimension total weight of cover and from to bend t less then 38 kg. (Weight cover 23 kg. any weight of from 15 kg.) with 200 mm thick wall at brick masonry using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand ) including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts.
Providing and fixing aluminium handles anodized transparant or dyed to required shade and colour with screws etc., complete:- 125mm.(one hundred twenty five milimetres) including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts.
Providing and fixing anodized aluminum Tower Bolts (barrel type) anodized transparent or dyed to required shade and color with screws etc. 150 x 10 (One hundred fifty into Ten) millimeters size 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.
Providing and fixing to wall ceiling floor 15mm nominal bore galvanised mild steel tubes (Medium grade), tube fittings and clamps (Medium grade) tube fitting and clamps including making good the wall ceiling and floor including carriage of materials within all leads and lifts
15mm nominal bore
20 mm nominal bore
Providing and fixing viterous China water closet squatting pan (Indian Type W.C. pan) size 580mm (Earth work, bed concrete, foot rest and traps to be measured and paid for separately including carriage of materials within all leads and lifts :- Orrissa pattern long pattern as per CERA catlogue No. 2071
Providing and fixing PVC 'P' or 'S' trap for water closet ( squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete including carriage of materials in all leads and lifts
Providing and fixing 10.00 ltr.capacity PVC low level duel flushing cistern CERA catlogue No. 2603 or equivalenet with a pair of brackets with fittings such as lead valve, less syphon, 15mm nominal size PVC ball valve with polythene float, PVC handle, union and coupling for connection with inlet, outlet and overflow pipes 40 mm dia PVC flush bend with cistern and closet & over flow pipe to be paid for separately) including carriage of materials within all leads and lifts
Providing and fixing 630 X 450 mm Flat back viterous China wash basin of Cera Cat No. 1025 or equivalent with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fitting including carriage of materials within all leads and lifts
Providing and fixing P V C water storage tank 1000 Ltr. capasity of ISI :12701 marked G.I inlet and outlet connection 15 mm nominal bore ball valve and mosquito proof P V C cover with locking arrangements including hosting up to all heights above ground level including carriage of materials in all leads and lifts
Providing and fixing C.P. brass toilet paper holder including carriage of materials within all leads and lift
Providing and fixing liquid soap Glass container with C.P. brass lid and rackets fixed to wooden plugs with C.P. brass screws including carriage of materials within all leads and lifts
Providing and fixing 15mm (Fifteen milimetre) dia C.P. brass bib tap (heavy duty ISI marked IS:8931 & 8934) of jaquar with capstan head including carriage of materials within all leads and lifts
Providing and fixing 15mm (Fifteen milimetre) dia C.P. brass pillar tap of jaquar with capstan head (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts
Providing and fixing 110x90mm(One hundred ten in to ninety milimetre) dia PVC floor trap ISI marked of self cleaning design including fixing with approved adhsive cost of cutting and making good the wall and floors etc including carriage of materials within all leads and lifts
Providing and fixing high pressure 110mm( One hundred ten milimetre) PVC spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc. including carriage of materials in all leads and lifts
Providing and fixing 600mmx450mm( Six hundred in to four hundred fifty milimetre) bevelled edge mirror of superior glass mounted on 6mm thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass screws and washer including carriage of materials within all leads and lifts :-
Providing and fixing 750 x 20 mm ( Seven hundred fifty in to twenty milimetre) C.P. brass towel rail (heavy duty ISI marked IS:8931 & 8934) complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws including carriage of materials within all leads and lifts
Providing and fixing G.I pipes light grade 20mm( Twenty milimetre) dia including carriage of materials within all leads and lifts
Providing & fixing 32 mm( Thirty two milimetre) dia M.I. union for wash basin or sink including carrage of material within all leads and lifts
Providing and fixing 15mm (Fifteen milimetre) dia C.P.brass angle valve of jaquar (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts
Surender Thakur
Ashok Kumar
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