Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹9.3 L (2.45%)Admitted-Finance | ₹3.9 Cr+₹9.3 L (2.45%) | L2 | Admitted-Finance |
| 3 | L3₹4.0 Cr+₹19.1 L (5.03%)Admitted-Finance | ₹4.0 Cr+₹19.1 L (5.03%) | L3 | Admitted-Finance |
| 4 | L4₹4.3 Cr+₹53.5 L (14.1%)Admitted-Finance | ₹4.3 Cr+₹53.5 L (14.1%) | L4 | Admitted-Finance |
| 5 | L5₹4.4 Cr+₹61.5 L (16.2%)Admitted-Finance R O VILL P O SAROG TEHSIL THEOG DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹4.4 Cr+₹61.5 L (16.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | LOKINDER RAITKA L1 | Laiq Ram L2 | Tenzin Construction Co. Pvt. Ltd. L3 | Krishan Kumar L4 | Parkash Chand L5 | Vidya Infrastructure and Developers L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in by mechanical mean in all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil including, dewatring where required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in - charge at site, according to the HP.PWD. specification of 1990( One Thousand Nine Hundred ninety) Volume-I (One) and sorting out useful and unuseful matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportation including head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charfe . The recovery for stones, weather useful or not, for the minimum quatom of 592.20 cubic meter @ Rupee 300/- Only (Rupees. Three hundred) per cubic meter shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges. | 5,225.22 | Per cubic metre | - | - | - | - | - | - |
| 2.00 | Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets ectetra in all type of classification of soil comprising of ordinary soil, soft/ hard rocks, chiselling / wedging out of rocks (where blasting is prohibited) as per drawing and MORD technical specifications Clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of materials upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One Hundred Fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of materials with in all leads and lifts. | 357.3 | Per cubic metre | - | - | - | - | - | - |
| 3.00 | Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges. | 918.08 | per cubic metre | - | - | - | - | - | - |
| 4.00 | Excavation in drain and channel in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges. | 111.38 | Per cubic metre | - | - | - | - | - | - |
| 5.00 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 54.94 | Per cubic metre | - | - | - | - | - | - |
| 6.00Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) 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 to any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. | |||||||||
| 6.01 | In foundation, footings bases of columns etc. and mass concrete. | 361.26 | Sqm. | - | - | - | - | - | - |
| 6.02 | In flat surfaces such as soffits of suspended floors, roofs, landings and the like of any thickness in all floor level in all heights. | 1,374.42 | Sqm. | - | - | - | - | - | - |
| 6.03 | In columns, pillars, posts and struts. Square, rectangular or polygonal/ circular in plan, in all floor level in all heights. | 863.28 | Sqm. | - | - | - | - | - | - |
| 6.04 | In stair cases with sloping or stepped soffits excluding landings in all floor level in all heights. | 118.16 | Sqm. | - | - | - | - | - | - |
Tender Value
₹3.0 Cr
EMD Value
₹3.3 L
Closing Date
4 Jan 2020, 6:00 pmClosed
EE HPPWD Rohru
EE B AND R DIVN HPPWD Rohru
C/O Building portion i/c W.S. S.I and rain harvesting tank septic tank ,site development Approach road etc
2019_PWD_33482_3
PW/RD/GA/11580-679DT4-12-19
Open Tender
Civil Works - Buildings
Item Rate
547 days
Rohru
Please refer Tender documents.
14 documents required · 14 mandatory
₹5,000
EE Rohru
₹3.3 L
28 Oct 2020
27 Dec 2019
6 Jan 2020
27 Dec 2019
4 Jan 2020
27 Dec 2019
Amount
Cutting in earth work in by mechanical mean in all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil including, dewatring where required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in - charge at site, according to the HP.PWD. specification of 1990( One Thousand Nine Hundred ninety) Volume-I (One) and sorting out useful and unuseful matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportation including head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charfe . The recovery for stones, weather useful or not, for the minimum quatom of 592.20 cubic meter @ Rupee 300/- Only (Rupees. Three hundred) per cubic meter shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.
Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets ectetra in all type of classification of soil comprising of ordinary soil, soft/ hard rocks, chiselling / wedging out of rocks (where blasting is prohibited) as per drawing and MORD technical specifications Clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of materials upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One Hundred Fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of materials with in all leads and lifts.
Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.
Excavation in drain and channel in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) 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 to any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
In foundation, footings bases of columns etc. and mass concrete.
In flat surfaces such as soffits of suspended floors, roofs, landings and the like of any thickness in all floor level in all heights.
In columns, pillars, posts and struts. Square, rectangular or polygonal/ circular in plan, in all floor level in all heights.
In stair cases with sloping or stepped soffits excluding landings in all floor level in all heights.
In beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in all floor level in all heights.
In edges of slabs and breaks in floors of any width in all floor level in all heights.
In vertical surface such as wall (any thickness) partition and the like including attached pilasters in all floor level in all heights.
Providing and laying cement concrete 1:8:16 (One cement : six sand : sixteen crushed stone aggregate 40 mm (Forty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form workscreed laid under floor as per HP. PWD. specifications of 1990 volume-I. including carriage of materials ,labour ,tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:6:12 (One cement : six sand : twelve crushed stone aggregate 40 mm (Forty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work in foundation and plinth and as per HP. PWD. specifications of 1990 volume-I. including carriage of materials ,labour ,tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (One cement : four sand : eight crushed stone aggregate 40mm (Forty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work in foundation and plinth and as per HP. PWD. specifications of 1990 volume-I including carriage of materials ,labour ,tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (One cement : four sand : eight crushed stone aggregate 25mm (Twenty five millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work inretaining waals/breast walls as per HP. PWD. specifications of 1990 volume-I including carriage of materials ,labour ,tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:2:4 (one cement isto two sand isto four crushed stone aggregate 20mm (Twenty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work and reinforcement for reinforced concrete work.and as per HP. PWD. specifications of 1990 volume-I.including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
In suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor all level.
Supplying and filling brick bat / brick aggregate in soakpit as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts
Providing and laying cement concrete 1:1.5:3 (one cement isto one point five sand isto three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mixed and vibrated, curing complete excluding cost of form work and reinforcement for reinforced concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
In Foundation, footings bases of columns etc. and mass concrete.
In suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor all level.
In columns, pillars, posts and struts. Square, rectangular or polygonal / circular in plan, in all floor level in all heights.
In stair cases with sloping or stepped soffits excluding landings in all floor level in all heights.
In walls of any thickness, partition and the like including attached pilasters in all floor level in all heights.
Moulding as in cornices, window sill in all girths.
Providing and laying damp proof course 50milimetre thick with cement concrete 1:2:4 (one cement isto two sand isto four crushed stone aggregate 12.5mm (Twelve decimal five millimeter nominal size) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Applying a coat of hot bitumen (mexphalt 80/100 or equalent) using 1.70 kilogram per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Applying cement slurry on RCC slab or cement concrete work using 2.75 kilogram of cement per square metre of floor area above laying cement concrete flooring including roughening, cleaning of the concrete surface complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing tor/TMT steel reinforcement of TATA tiscon / SAIL / Rashtria Ispat /Jindal / Shyam including cost of binding wire for R.C.C.work including bending, binding and placing in position complete in all floor level in all heights,and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying second class brick work using common burnt clay building bricks in cement mortar 1:6 (One cement : Six sand) in foundation and plinth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying second class brick work using common burnt clay building in cement mortar 1:4 (One cement : Four sand) with bricks in foundation and plinth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying brick work using common burnt clay building bricks in all floor levels in cement mortar 1:6 (One cement : six sand) in second class bricks in super-structure in all heights,and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying second class half brick masonry in common burnt clay building bricks in super structure in all levels and all heights with cement mortar 1:4 (One cement : 4 sand) and curing complete including carriage of materials labour ,tool and plants through all modes of transportation as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying Random rubble masonry / polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : six sand : twelve crushed stone aggregate 20mm (Twenty millimeter nominal size) at plinth level in Cement Mortar 1:6 (One cement: six sand) and curing complete including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Providing and laying square rubble masonary coursed with hard stone of approved quality in foundation and plinth including rakingout joints in cement mortar 1:6 (One cement: Six sand) and curing complete including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Stone soling tightly hand packed under floors, including watering, ramming and consolidating complete and carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutments, wing wall, return wall,with 100mm (One hundred millimeter) dia PVC pipe extending through the full width of the structures with slope of i(v):20(H) towards draining face complete as per drawing and technical specification clauses 614,709,1204.3.7,including carriage of materials through all modes of transportation with in all leads and lifts, and heights completer as per PWD specifications and as per direction of the Engineer-in-charge.
Back filling behind retaining wall, abutment, wing wall and return wall with granular material complete as per drawings & technical specification clause 1204.3.8, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Providing and fixing 40mm thick shutter of main enterance door frame with second class deodar wood having top rail 10x4 cm middle rail 15x4cm bottom rail 20x4cm sash bar 4x4 cm and panel below locking rail 12mm thick phenol bonded (both side) prelaminated BWP grade particle board in matt finish ISI marked IS No. 12823 as per approved shade of Kavista or its equivalent and 5.5mm thick glass panel above lock rail, as per Architect drawing as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 35mm thick flush door shutters including black enamelled M.S. butt hinges core of black board construction with frame of first class hard wood and well matched firtst class Indian teak ply veneering with vertical grains of cross band and face vaneers on one face and commercial ply veneering with vertical grains of cross band on other face of shutters as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 19mm thick commercial board waterproof shutters for duct door with hard wood edging with inside lining of P.G.I. sheet lining with 0.63mm (Zero decimal six three milimetre) thick sheet of approved quality i/c fixing with nickel plated piano hinges with screws and nails etc. complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 12mm thick ply board and 100mm wide palment with 12mm dia chromium plated curtain rod with wooden plugs including fixing to wall/ ceiling with necessary fastener complete and as per HP.PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 6mm (Six milimeter) cement bonded particle board ceiling of approved quality with butt jointing and nail (frame work and cover fillets to be paid separately) in place of E-board for ceiling for toilet,attic and porch with Everest sheet including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing M.S. Plain grill of required patterns in wooden frames of window etc with M.S. flats , square or round bar with round handle and nuts including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85-G with a wire of dia 0.56(Zero decimal Fifty six milimetres) for doors and windows and clerestory windows including bright finished black enameled iron hinges with necessary screws 40mm (Forty milimetres)second class deodar wood, within all leads and lifts and other incidentals.
Providing and fixing oxidized M.S. sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts screws etc. complete for all floors, including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
300×16mm (Three hundred into sixteen millimeter)
250×16mm (Two hundred fifty into sixteen millimeter)
Providing and fixing oxidized M.S. tower bolts (barrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete, including carriage of materials , labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge
250×10mm (Two hundred fifty into ten millimeter)
150×10mm (Two hundred into ten millimeter)
Providing and fixing oxidized M.S. handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete for all floors, including carriage of materials , labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
125mm. (One hundred twenty five millimeter)
100mm. (One hundred millimeter)
Providing and fixing furniture handles including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Providing and fixing bright finished megnatic catcher M-10 dia including carriage of materials , labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Providing and fixing 65x35mm special quality chromium plated bright finished brass cup board locks (Indian type)with six leavers including screws complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 19mm (Nineteen millimeter) thick commercial board shutters for cup boards including fixing with nickel plated piano hinges with screws etc complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 19mm (Nineteen millimeter) thick commercial board in shelves/box for cup board with butt joints & fixing with nails & screws etc. complete in all floors as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 1.00 (one millimeter) thick coloured or plain lamination sheet (sunmica) on boards/ply wood sheets with approved adhesive and nails etc complete in all floor levels as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing square edges cover fillets (beading) 19mmx6mm (Nineteen millimeter into six millimeter) section i/c mitring at junctions with wood screws and nails complete in 1st class Indian Teak wood as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 6.00mm thick ply wood of standard quality ISI marked and approved shade with screw and nails complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 12mm (twelve milimetre) thick green chalk board 5'x4' non magnetic with superior quality framing speciallly anodized aluminium profile 20x15mm with corners of black plastic shall be provided the board surface shall be non porna ceremic particles on the particle board which shall have backing material of galvanised sheet 20mm thick approximatly. The board shall be fixed on the wall with specially designed clamp with the help of nylon shelves and screws complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
White glazed required size tiles of 30 centimetre x 45 centimetre (thirty centimetre into forty five centimetre ) size in skirting, risers of steps and dado over 12mm (Twelve milimetre) thick cement mortar 1:3 (One cement isto Three Sand) and jointed with cement slurry and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 40 mm (forty milimetre) thick cement concrete flooring 1:2:4 (One cement : two sand: four crushed stone agregate of size 20 mm nominal size) laid over base concrete and finished with a floating coat of neat cement ( base concrete to be paid saparately) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 50 mm (fifty milimetre) thick cement concrete flooring 1:2:4 (One cement : two sand: four crushed stone agregate of size 20 mm nominal size) laid over base concrete and finished with a floating coat of neat cement ( base concrete to be paid saparately) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
20mm thick cement plaster skirting upto any height with cement mortar 1:3 one cement: three sand) finished with a floating coat of neat cement including rounding of junction with floor as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
2mm (two milimetre)thick heavy duty antistatic venyl flooring of Armstrong/L.G. over cement concrete flooring confirming to IS 3462/1986 of approved shade and sample of wonder floor or its equalent laid with approved adheshive on sub floor (damp proofing treatment to be paid for separately )as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 25 mm (Twenty five milimetre) thick Kota stone slab flooring with 20mm (twenty milimetre ) thick base of cement mortor 1:4 (one cement is to four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 25mm (twenty five milimetre ) thick Kota stone slab in risers of steps ,skirting dado and pillars laid on 12 mm (average) thick cement morter 1:3 (one cement isto three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 20mm (twenty milimetre) thick hydraulic compressed polished precast terrazzo tiles 30x30x25 mm of N.T.C. ISI marked No. 1237 in 70% white cement and 30% grey cement, the ratio of marble chips shall be 55% white and 15% each green, yellow and mahroon. The size of chips shall be 0,B & 2B laid in floors, treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (1 cement : 6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) i/c rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 20mm (twenty milimetre) thick hydraulic compressed polished precast terrazzo tiles 30x30x25 mm of N.T.C. ISI marked No. 1237 in 70% white cement and 30% grey cement, the ratio of marble chips shall be 55% white and 15% each green, yellow and mahroon. The size of chips shall be 0,B & 2B laid in skirtng and risers of steps on 10mm average thickness of cement plaster 1:3 (1 cement :3 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) i/c rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying vitrified tiles 300x300mmx10mm size of ORIENT/BELL or its equalent tiles of approved shade in flooring, treads of steps, laid on a bed of 12mm thick cement mortar 1:3(1cement :3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 20 mm thick Baroda green marble work (Table rubbed and polished) in flooring/on walls/kitchen top etc.laid over 20mm thick average base of cement mortar 1:3 (1cement:3sand) including jointing with cement mortar 1:2(1 white cement:2 marble dust) with an admixure of pigment to match the shade of the marble as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing mirror polish jaiselmer yellow marble stone slab 20mm (Twenty milimetre) thick of required width in bends of flooring on 20mm (Twenty milimetre) thick base of cement morter 1:4 (one cement : four sand) including jointed with grey cement slurry mixed with pigment to match the shade of stone including rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Making half round nosing to Kota stone/granite stone/ marble complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying 60mm thick heavy duty precast cement concrete inter locking blocks vibro compacted upto M-50 grade including border or kurb block grey or coloured over sub base of concrete with 25mm (Twenty five milimetre) average thickness of cement mortar 1:4 (1cement :4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing, rubbing and polishing complete (sub base concrete floor to be paid for separately) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing Garsa stone 12mm thick cladding on R.C.C.surface side as on faces of Arch masonry walls etc.on 12mm thick cement plaster 1:3(1cement:3sand) and jointed with cement slurry i/c scaffolding etc. complete.and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 0.60mm thick prepainted steel sheet of TATA Durashine in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6 mm dia metre with prepainted limpet and rubber washers complete with all accessories as required as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing ridges or hips 60 cm over all with 0.45mm thick prepainted steel sheets of TATA DURASHINE in roofing with hot dipped metallic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating+ back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6 mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.
Providing and fixing valley 90 cm over all 0.45 mm thick prepainted steel sheet of TATA DURASHINE in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6 mm dia with prepainted G.I. limpet and bitumen whashers complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing flushing 38 cm overall with 0.45mm thick prepainted steel sheets of TATA DURASHINE in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing thiclk 30cm wide 30cm deep 120cm overall box type 0.63mm(Zero decimal six three milimeter) plain G.I. sheet of TATA Durashine gutter with bolts and nuts and washers etc. including making conection with rain water pipe complete as per design including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing on wall face 150 mm dia PVC rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing PVC on wall faces PVC accessories for rain water pipes including filling the joints with approved adhesive complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Plain bend 150mm dia.
PVC shoe 150mm dia
Providing and fixing 150mm dia M.S. sheet clamps for PVC pipes with steel screws and rawl plugs complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts as per direction of Engineer-in- Charge.
100mm (One hundred millimeter) dia
75mm (seventy five milimeter) dia
Providing and fixing M.S. BP sheet 2 mm thick in eaves board / facia / soffits / ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete (Base members of steel work shall be measured & paid separately) as per HP. PWD. Specifications of 1990 vplume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing laying steel work of TATA,SAIL or RASHTRIYA ISPAT welded in built up section/ hollow section trusses & framed work, including cutting,hoisting & fixing in position including applying a priming coat of red lead paint in beams joists channels, angles, tee,flats with connecting plates or angle cleats as in main and cross beams, hip and rafters,purlins connected to common rafters and the like as per HP. PWD. Specifications of 1990 vplume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
In trusses and trussed purlins in buildings.
In grating,framed guards,bars ladders,railing brackets and similar works.
Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates complete including carriage of materials within all leads,lifts & other incidential complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing moulded hand rail of M.S. hollow pipe 50mm dia welded in straight length over M.S. flat at top of vertical balusters including one coat of red oxide priming coat complete(M.S. flat and balusters of raillings shall be measured and paid separately ) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing M.S. channels in door frames manufactured from M.S. channels section 75x40 (ISLC) M.S. flat 40 x 12mm combination as per design drawing i/c hinges, jambs, beeds if required threshold of M.S. angles 50x25mm welded or rigidly fixed by mechanical means lugs, with split ends tails to each jambs including steel butts hinges 2.5mm thick with a provision of locking arrangements shock observes and specified and applying coat of approved steel primer after pre-treatment of surfaces as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing angle iron door frames manufactured from M.S. angle section of 25x25x5mm as per design and drawing including jambs, lock jambs, beeds if required angles thrashold of M.S. angle 25x25mm (Fifty into twenty five milimetre) welded or rigidly fixed by mechanical means lugs with split ends tails to each jambs including steel butt hinges 2.5mm (Two decimal five milimetre) thick with a provision for locking arrangements and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surfaces as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing M.S. channels in windows and ventilators frames manufactured from M.S. channels section 125mmx50mm (ISLC) with combination M.S. flat of size 125x4mm and 50x12mm welded together to make one frame as per Arch. drawing i/c hinges, jambs, beeds if required threshold of M.S. angles 50x25mm welded or rigidly fixed by mechanical means lugs, with split ends tails to each jambs including steel butts hinges 2.5mm thick with a provision of locking arrangements, shock observes including providing and fixing second class deodar wood panelled shutter having size of styles 75x37.5mm and window have double glass 4mm thick in openable and fixed panel with beading, gasket etc. complete and applying a coat of approved steel primer after pre-treatment of surfaces as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm X10 mmX2mm and braced with flat iron diagonals 20 mm X5 mm size with top and bottom rails of T.iron 40 mm X40 mm X6 mm with 38 mm dia steel pulley complete with bolts and nuts locking arrangements stoppers,handles complete including applying a priming coat of red lead paint as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 45x45 cm M.S. bracket of frame work 50x50mm & 20mmx20mm M.S. hollow sections alongwith 12mmx12mm solid square bars in combination in porach and verandah as per detail i/c carriage of materials within all leads, lifts and other incidentals as per directions of Engineer- in Charge.
P/F M.S. vertical post of 100 mm Dia (Medium) embeded in cement concrete block 1 :2:4 ((300x300x300 milimetre) in porch including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.
Providing and fixing screen with main frame of size 50mmx50mm M.S. hollow square pipe section and distributing member of 25x25 mm M.S. hollow square pipe cover with black sheet in verandah and porch complete in all respect as per architectural drawing including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.
Painting two coats (excluding priming coat) on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter with readymixed paint other than white as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting readymixed paint brushing wood primer pink including applying a priming coat of red lead paint as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Painting two coats (excluding priming coat) on new wood and wood based surfaces,with readymixed paint other than white,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Painting two coats with APEX / synthetic enamel paint of approved shade of Asian paint or its equivalent finish for interior painting with brushes paint smooth finish and including preparing the surface by thoroughly brushing the surface free from mortar droppings and other foreign matters, sand papering the surface smooth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Polishing two coats with french polish on new wood and wood based surfaces to give an even surface to give an even surface including cleaning the surface of all dirt,dust and sand papering smooth and including a cost of wood filler complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Applying white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc. including and papering smooth complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
6mm (Six millimeters) cement plaster in ceiling in all floor levels with cement mortar 1:3 (One cement :three sand) including curing and carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
15mm (fifteen milimetres) thick cement plasters in single coat on rough side of brick/concrete/stone walls for interior plastering with cement mortar 1:6 (one cement isto six sand) upto all floor level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
15mm (fifteen milimetres) thick cement plasters in single coat on fair side of brick/concrete/stone walls for interior plastering with cement mortar 1:6 (one cement isto six sand) upto all floor level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
15mm (fifteen milimetres) thick cement plasters in single coat on fair side of brick/concrete/stone walls for interior plastering with cement mortar 1:4 (one cement isto four sand) upto all floor level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Distempering (two coats) with synthetic/acrylic washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropppings and other foreign matter and also including preparing the surface even and sand papered smooth as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground completeas per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing plinth protection 50mm (fifty millimetres) thick in cement concrete 1:3:6 (one cement : three sand: six crushed stone aggregate 20mm (twenty millimetres) nominal size) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Constructing course rubble hammer dressed 'U' shape open surface drain with side wall 15x22 cm in cement mortar 1:6 (1 cement: 6 sand) and inside plastering with cement plaster 1:3 (1 cement : 3 sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 cement : 5 sand :10 graded stone aggregate of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 cement :2 sand : 4 graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm (Fifteen milimetre) nominal bore to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall, ceiling and floor including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge
25mm (twenty milimetre) nominal bore
Providing and laying 25mm (Twenty five millimeters) nominal bore in trenches galvanised mild steel tubes (medium grade) , tube fittings (earth work in trenches to be measured and paid for separately) including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Making connection of galvanised steel distribution branch with galvanised mild steel main 20mm to 40mm nominal bore by providing and fixing tee including cutting and threading the pipes complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Fixing water meter stop cock in mild steel tube i/c necessary fittings such as mild steel galvanised jam nut, sockets etc. complete cutting and making long screws (water meter and stop cock to be measured and paid for separately) including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) composite pressure pipe U.V. stablized with carbon black confirming to IS-15450-2004 water supply including clamp at one metre spacing, cutting, fixing and making good the wall etc. but excluding the cost of fittings (internal work) pipes exposed on wall as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
1216 ( 16 mm OD pipe).
Providing and fixing composite end seal compression fittings as per IS-15450-2004 for cold water supply e.g. tees, elbows, reducers,connectors, couplers and clamps with jointing testing and fittings complete including cutting and making good the walls etc. including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Equal Tee 1216
Reducing Tee1620 x all branches
Female branch Tee. 1216 X 1216 X 15 mm thread.
Female elbows:- 1216 X 15 mm thread.
Male thread connector:- 1216 X 15 mm thread.
Female thread connector:-1216 X 15 mm thread.
Couplers:- 1216 .
Reducers:- 1620 x 1216.
Providing and placing on terrace at any floor levels P.V.C. water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and fixing 110 mm X 90 mm.PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
110mm x 75mm.
Providing and fixing 110mm (one hundred milimetre) dia high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm dia
Providing and fixing 110mm (one hundred milimetre) dia PVC single equal branch with oval access door ISI marked, insertion rubber washer 3mm (Three millimeter) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete, including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm (one hundred milimetre) dia PVC door bend with oval access door, insertion rubber washer 3mm (Three millimeter) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete, including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm dia PVC single equal branch of required degree plain i/c fixing with approved adhesive etc. complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm dia PVC collars ISI marked including fixing with approved adhesive etc. complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm dia PVC Plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
Plain bend 75mm (seventy five milimeter) dia
Providing and fixing 110mm dia PVC offset 45 degree ISI marked including fixing with approved adhesive etc. complete including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm (one hundred milimetre) dia PVC double equal branch with oval access door, insertion rubber washer 3mm (Three millimeter) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete, including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm (one hundred milimetre) dia PVC plain double equal branch ISI marked including fixing with approved adhesive etc. complete, including carriage of materials through, labour tool and plants all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.
75mm (seventy five milimeter) dia
Providing and fixing 110mm dia PVC cowl ISI marked including fixing with approved adhesive etc. complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
75mm (seventy five milimeter) dia
Providing and fixing IS marked of "HINDWARE" in white colour vitreous china water closet squatting pan (Orrisa type W.C. pan size 580 x 400mm No. 20004(earth work, bed concrete, foot rest and trap to be measured and paid for separately) .
Providing and fixing vitreous China wash down,water closet European seat (PRIMA) No. 20012 of Hindware with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to be measured and paid for separately) as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing white plastic seat and cover of hindware (Solid / Hollow type) for wash down water closet with C.P. Brass hinges and rubber buffers. as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. .
Providing and fixing 10.00 liters(Ten liters) capacity white P.V.C low level dual flushing cistern of Pryag or equalent with a pair of G.I or mild steel brackets complete with required necessary fittings such as lead valve, less siphon 15mm(Fifteen millimeters) nominal size brass valve polythylen float, C.P brass handle union and coupling for connection with inlet, outlet and over flow pipe, 40mm(forty millimeters) diameter C.P flush bend including cutting holes in wall and making good the same and connecting the flush bend with cistern and closet complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing vitreous China wash basin 55x40 centimetre cat No.10001 of Hindware 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 fittings as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing vitreous China flat back type of size 633mm x 395mm x 420mm. No.60002 of Hindware urinal including connection the urinal with waste pipe by means of white lead mixed with choppe hemp (weste pipe to bemeasured and paid for separately as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing vitreous China pedastal of Hindware for wash basin complete recessed at the back for the reception of pipes and fittings including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm nominal bore C.P. brass flush pipe separators for urinal with fitting such as union, clamp etc. i/c cutting holes in walls and making good the same complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing division plate Hindware for urinals 600mm x 300. Vitreous China including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 110 mm dia.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.as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing C.P. brass chain 50cm long and rubber plug for sink and wash basin including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing M.I. union 32mm dia for wash basin or sink including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing CP brass "S" trap 32mm dia for wash basin or sink including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing CP brass bottle trap 32mm dia for wash basin or sink including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing CP brass waste 32mm dia for wash basin or sink including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing PVC waste 32mm dia for wash basin or sink including check nut and carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing CP grating for 100mm dia of superior quality for floor, gully or nahani trapincluding carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 600mm x 450 mm bevelled edge miror of superior glass mounted on 6mm thick A.C. sheet or plywood sheet and fixed to wooden plugs with C.P. brass screws and washers as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 600mm x 20mm C.P. brass towel rail complete with C.P. brass brackets fixed to wooden pluges with C.P. brass screws as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 600mm x 120mm glass shelf with C.P. brass bracket and guard rail complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing C.P. brass toilet paper holder complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing chromium plated brass soap dish fixed to wooden cleats with C.P. brass screws complete, including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 460x560x229 mm No. 1022 XD of Parayg Polymers stainless steel kitchen sink of approved standard ISI made with drain of board and C.P. waste with C.I. Or M.S. bracket painted white including cutting holes and making good the same but excluding fittings complete including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm nominal dia C.P brass bib tap with capstan head as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm dia.C.P. brass pillar tap with capstan head including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm dia C.P. brass stop cock including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 20mm female thread PTMT push cock of approved quality and colour as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm C.P. brass stop cock of approved quality including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm nominal bore P.V.C connection with brass unions 300/450mm length including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 15mm nominal bore brass brass full way valve with wheel including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
25mm (twenty milimetre) nominal bore
Providing and fixing 15mm mixer for kitchen sink with top/bottom swinging spout including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing 1.00 horse power water pump to lift rain water including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Constructing manhole with R.C.C top slab in 1:2:4 mix in 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) foundation concrete1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 (1cement 3 sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete. Inside size 800mm x 800mm and 500mm deep including precast RCC cover with frame for 455 mmx610mm internal dimensions of man hole complete with 200mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand) complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing precast RCC cover with frame for 300 mmx300mm internal dimensions of gully trap complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing C.P. grab bar 40mm dia steel pipe at 78cm height with MS plate as per detail as the position of seat and wash basin complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and fixing precast RCC cover with frame for 455 mmx610mm internal dimensions of man hole complete including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Preparation of subgrade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately) depending upon the classification of soil complete as per H.P.P.W.D. specification including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Consoildation of subgrade with road roller with three wheel steel /vibratory 80-100 KN including making good the undulations etc. with earth or quarry soil etc. and re-rolling the sub grade complete as per H.P.P.W.D. specificationincluding carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing laying spreading and compacting by mechanical and manual means stone aggregate of size 90mm to 40mm ( Ninety millimeter to forty millimeter) Grading-I, 100mm ( one hundred millimeter) consolidated thick water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening Type A of size 13.2 mm (Thirteen point two millimeter) nominal size at the rate of 0.27 cum. (zero point two seven cubic mater) per ten square metre and binding materials at the rate of 0.08 cum (zero point zero eight cubicmetre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications clause No. 405 including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing laying spreading and compacting by manual and mechanical means stone aggregate size 63mm to 45mm ( sixty three millimeter to forty millimeter) Grading-II [75mm( seventy five millimeters) consolidated thick] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (Eleven point two milimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic mater) per ten square metre and binding material at the rate of 0.06 cum (Zero point zero six cubic metre) per ten square metre and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing, laying, spreading and compacting by manual and mechanical means stone aggregate size 50mm to 25mm ( fifty millimeter to twenty five millimeter) Grading-III [75mm( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size at 11.2mm (Eleven point two milimetre) nominal size at the rate of 0.18 cum (zero point one eight cubic metre) and binding material 0.06 cubic metre ( zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials within all leads and lifts and other incidental and as per direction of Engineer-in- Charge.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer at the rate of 1.05 kilogram per square meter (One decimal zero five kilogram per square meter) using mechanical means as per Technical Specification clause 502including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 Kg. (Zero decimal two seven five kilogram) per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503
Providing laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness, composed of type-A of 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimeter) aggregate at the rate of 0.27 cum (zero decimal two seven cubic metres ) mixed with viscosity grade bitumen VG-10) (VG- ten) at the rate of 14.60 kg (fourteen point six zero kilogram per ten square metre of road surface to the required line grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in hotmix plant 30/40 tonne per hour (thirty / forty tonne) capacity and transporting mixed material with tippers and laying with pavers finisher to the required grade and camber and rolling with a three Wheel 80-100 KN static road roller capacity finished to required level and grade to be followed by seal coat as per technical specifications clause No. 508including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification clause 510 using viscosity grade bitumen VG-10 (VG- ten) at the rate of 6.8kg ( Six point eight kilogram) premixed with 0.06 cubic metre ( zero point zero six) of fine aggregate per 10 Sqm. ( Ten square metre) heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.
Laiq Ram
Tenzin Construction Co. Pvt. Ltd.
Krishan Kumar
Parkash Chand
Vidya Infrastructure and Developers
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.24 MB
F-ITI-Chirgaon.pdf
Tender Documents • 1.64 MB
BOQ_48552.xls
BOQ • 0.43 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .