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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 3 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 4 | L2₹2.0 Cr+₹71.44 (<0.01%)Admitted-Finance | ₹2.0 Cr+₹71.44 (<0.01%) | L2 | Admitted-Finance |
| 5 | L3₹2.3 Cr+₹22.4 L (11.0%)Admitted-Finance ASSAM AS | ₹2.3 Cr+₹22.4 L (11.0%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASTROPHER BORGOYARY L1 | BHUPEN DAIMARY L1 | Girendra Boro L1 | Sri Gunajit Nath L2 | Sudhang Kumar Brahma L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of unerviceable materials and staking of serviseable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201. i) By Manual Means (A) In area light jungle. | 0.6 | Hect | - | - | - | - | - |
| 2.00 | Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land | 6,927.25 | Cum | - | - | - | - | - |
| 3.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m. as per technical specification clause 303.1
(a) from private land | 3,025 | Cum | - | - | - | - | - |
| 4.00 | Construction of granular sub-base by providing well graded meterials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per technical specification clause 401 . (i) for grading 1 material | 1,237.5 | Cum | - | - | - | - | - |
| 5.00 | Water Bound Macadam Sub- base/ base (only for (PMGSY work)
WBM Grading 3
Using stone screening Type - A 13.2 mm for Gr 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming,stone screening to fill - up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
(A) By Manual means | 618.75 | Cum | - | - | - | - | - |
| 6.00 | Interlocking Concrete Block Pavement with Edge Restrain.
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 a) including Edge block/ Edge restraints | 8,250 | Sqm | - | - | - | - | - |
| 7.00 | Painting lines dashes arrows etc on road in two coats on New work, Painting lines dashes arrows etc on roads in two coats on new work with ready mixed road marking paint confirming to IS:164 on bitiminious/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification clause 1702 | 450 | Sqm | - | - | - | - | - |
| 8.00 | Traffic Signs
A Retro - reflectorised Traffic Signs
(1) Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801.iv) 60cm x 60cm square | 3 | Each | - | - | - | - | - |
| 9.00 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 150 | Each | - | - | - | - | - |
| 10.00 | Car Parking - Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land | 990 | Cum | - | - | - | - | - |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Bak/AD19-20/01 Infrastructure upgradation of Basbari Picnic Spot,Manas,Baksa under Asaam Darshan, Dist-Baksa, BTAD,(Assam) for the year 2019-2020
2020_PWD_16002_133
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
270 days
Baksa
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,800
Empowered Officer, ASRB
₹4.5 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
26 Feb 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of unerviceable materials and staking of serviseable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201. i) By Manual Means (A) In area light jungle.
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from private land
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 (a) from private land
Construction of granular sub-base by providing well graded meterials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per technical specification clause 401 . (i) for grading 1 material
Water Bound Macadam Sub- base/ base (only for (PMGSY work) WBM Grading 3 Using stone screening Type - A 13.2 mm for Gr 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming,stone screening to fill - up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual means
Interlocking Concrete Block Pavement with Edge Restrain. Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 a) including Edge block/ Edge restraints
Painting lines dashes arrows etc on road in two coats on New work, Painting lines dashes arrows etc on roads in two coats on new work with ready mixed road marking paint confirming to IS:164 on bitiminious/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification clause 1702
Traffic Signs A Retro - reflectorised Traffic Signs (1) Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801.iv) 60cm x 60cm square
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Car Parking - Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
Inter locking concrete Block pavement I Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Toilet Block (Gents) - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil
Providing brick work soiling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering , complete . (a) Brick on flat soiling.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footting, steps, walls,brick works etc. as directed and specified including dewatering if necessary, and curing complete (Shuttering works where necessary shall be measured and paid separately.) (a) In prop 1cement : 3 Sand : 6 coarse aggregate by volume. (using mixure machine)
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL, (ii)Super Ductile (SD) TMT reinforcement bars
c) ISI approved Mild steel reinforcement bar(M.S.Bar)
Providing from work of 12mm thick plywood board so as to give a rough finish including centering , shuttering, strutting and propping etc. , height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in:3.2.1.1. Columns , pillars , posts & strut of square / rectangular / polygonal in plan or any shape like Tee/L etc. having plane vertical face .
3.2.1.2. Sides and soffits of beams, beam haunchings, cantilever girders, bressumers , lintels and horizontal ties. (a) For depth not exceeding 1.0M
Providing & laying reinforcement cement concrete works in prop 1:2:4 ( 1 cement : 2 coarse sand : 4 coarse aggregate 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work. (form work and reinforcement will be measured and paid separately)(a) In Sub-Structure up to plinth leve Foundation, footings, columns with base, tie & plinth beam, pile cap,base slab,r etaining walls, walls of the septic tank inspection pit and the like and other works not less than 100mm thick up to plinth level. b) M20 grade concrete or Prop. 1:1.5:3
(b) In Super Structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.. b) M20 grade concrete or Prop. 1:1.5:3
Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4.
1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (b) In cement mortar in proportion 1:5. (1 cement:5 sand)
Providing, fitting and fixing 40mm x 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/sleeves etc as specified and directed at all levels
Providing fitting and fixing 24mm/29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately)
10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.c) In cement mortar 1:5
15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side c) In cement mortar 1:5
Providing, fitting hoisting and fixing of roof trussed including purlins fabricated using MS circular hollow section confirming to relevant IS code as per approved design and drawings including providing MS cleats base plates bolts and nuts and one coat of red oxide Zinc chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. (b) using other ISI marked approved circular hollow section
Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (c) 0.55 mm thick
Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.
65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.
Cement plaster kirting with cement mortar (1cement :3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. a) 15mm thick
a) Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.
Supplying, fitting, fixing anodised aluminium fittings of approved make, reasonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete (anodised to bright natural matt & satin finished) (B) Tower bolts
Door Handles
Supplying and placing ferrocement septic tanks of rectangular shape in to pit with manhole cover with cleaning arrangement over single brick flat soling and 75mm 1:3:6 P.C.C. Baffle wall, inlet and outlet etc are provided at suitable points complete as directed.(viii) 100 Users
Providing fitting and fixing vitreous water closet squatting pan (Indian type W.C Orissa pattern) with all fittings and fixtures complete including cutting and making good to the walls and floors whereever required. (Flushing Cistern to be paid separately) 1.1.1. Indian type W.C Orissa pattern of size 580 x 440 mm a) White i) Parryware make
Providing fitting and fixing vitreous china flat back type lipped front urinal basin with standard flush pipe and CP brass spreader and brass unions, etc. complete including painting of fittings and brackets, cutting and making good the walls & floors wherever required. (A) Parryware Make (a) White (i) New Magnum (Cat. No.C0575)
Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing with clamps etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying, fitting and fixing 87.5 degree PVC bend of (Supreme/Prince) or other ISI approved including joining ,fitting and fixing etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying fiting and fixing 45degree PVC bend of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying fiting and fixing PVC single ‘Y’ of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Providing fitting and fixing 450mm dia. 90mm thick C.I. Man hole cover and frame of 58 Kg. weight complete as directed and specified.
For internal electrification @ 9% of Civil Cost
Toilet Block (Ladies) - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil
Providing brick work soiling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering , complete . (a) Brick on flat soiling.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footting, steps, walls,brick works etc. as directed and specified including dewatering if necessary, and curing complete (Shuttering works where necessary shall be measured and paid separately.) (a) In prop 1cement : 3 Sand : 6 coarse aggregate by volume. (using mixure machine)
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL, (ii)Super Ductile (SD) TMT reinforcement bars
c) ISI approved Mild steel reinforcement bar(M.S.Bar)
Providing from work of 12mm thick plywood board so as to give a rough finish including centering , shuttering, strutting and propping etc. , height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in:3.2.1.1. Columns , pillars , posts & strut of square / rectangular / polygonal in plan or any shape like Tee/L etc. having plane vertical face .
3.2.1.2. Sides and soffits of beams, beam haunchings, cantilever girders, bressumers , lintels and horizontal ties. (a) For depth not exceeding 1.0M
Providing & laying reinforcement cement concrete works in prop 1:2:4 ( 1 cement : 2 coarse sand : 4 coarse aggregate 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work. (form work and reinforcement will be measured and paid separately)(a) In Sub-Structure up to plinth leve Foundation, footings, columns with base, tie & plinth beam, pile cap,base slab,r etaining walls, walls of the septic tank inspection pit and the like and other works not less than 100mm thick up to plinth level. b) M15 grade concrete or Prop. 1:2:4
(b) In Super Structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.. b) M20 grade concrete or Prop. 1:1.5:3
Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4.
1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (b) In cement mortar in proportion 1:5. (1 cement:5 sand)
Providing, fitting and fixing 40mm x 48mm wood reinforced PVC chowkhats fixed to the columns/ stiffeners/ walls with necessary holdfast/sleeves etc as specified and directed at all levels
Providing fitting and fixing 24mm/29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc as specified and directed at all levels (Door fixtures and fittings to be measured and paid separately)
10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.c) In cement mortar 1:5
15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side c) In cement mortar 1:5
Providing, fitting hoisting and fixing of roof trussed including purlins fabricated using MS circular hollow section confirming to relevant IS code as per approved design and drawings including providing MS cleats base plates bolts and nuts and one coat of red oxide Zinc chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. (b) using other ISI marked approved circular hollow section
Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (c) 0.55 mm thick
Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.
65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.
Cement plaster kirting with cement mortar (1cement :3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. a) 15mm thick
a) Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.
Supplying, fitting, fixing anodised aluminium fittings of approved make, reasonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete (anodised to bright natural matt & satin finished) (B) Tower bolts
Door Handles
Supplying and placing ferrocement septic tanks of rectangular shape in to pit with manhole cover with cleaning arrangement over single brick flat soling and 75mm 1:3:6 P.C.C. Baffle wall, inlet and outlet etc are provided at suitable points complete as directed.(viii) 100 Users
Providing fitting and fixing vitreous water closet squatting pan (Indian type W.C Orissa pattern) with all fittings and fixtures complete including cutting and making good to the walls and floors whereever required. (Flushing Cistern to be paid separately) 1.1.1. Indian type W.C Orissa pattern of size 580 x 440 mm a) White i) Parryware make
Providing fitting and fixing vitreous china flat back type lipped front urinal basin with standard flush pipe and CP brass spreader and brass unions, etc. complete including painting of fittings and brackets, cutting and making good the walls & floors wherever required. (A) Parryware Make (a) White (i) New Magnum (Cat. No.C0575)
Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing with clamps etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying, fitting and fixing 87.5 degree PVC bend of (Supreme/Prince) or other ISI approved including joining ,fitting and fixing etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying fiting and fixing 45degree PVC bend of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Supplying fiting and fixing PVC single ‘Y’ of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (ii) 110mm dia.
Providing fitting and fixing 450mm dia. 90mm thick C.I. Man hole cover and frame of 58 Kg. weight complete as directed and specified.
For internal electrification @ 9% of Civil Cost
Waiting Shed-Earth work in excavation for foundation trenches of walls,retaining walls,footings of columns,steps and septic tank etc. including refiling (return filling) the quantity as necessary after completing of work, breaking clods in return filling dressing, watering and ramming etc and removal of surplus earth with all lead & lift as directed and specified in followng classification of soils including bailing out water where necessary.
Providing brick work soiling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering , complete . (a) Brick on flat soiling.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footting, steps, walls,brick works etc. as directed and specified including dewatering if necessary, and curing complete (Shuttering works where necessary shall be measured and paid separately.) (a) In prop 1cement : 3 Sand : 6 coarse aggregate by volume. (using mixure machine)
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc.)
c) ISI approved Mild steel reinforcement bar(M.S.Bar)
Providing from work of 12mm thick plywood board so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0 M and removal of the same for in situ reinforced concrete and plain concrete work in:3.2.1.1.Columns , pillars , posts & strut of square / rectangular /polygonal in plan or any shape like Tee/L etc. having plane vertical face.
3.2.1.2. Sides and soffits of beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M
3.2.1.3. Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (a) Floors etc. upto 200mm in thickness.
Providing & laying reinforcement cement concrete works in prop 1:2:4 ( 1 cement : 2 coarse sand : 4 coarse aggregate 20mm down) including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work. (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine, (a) In Sub-Structure up to plinth level Foundation, footings, columns with base, tie & plinth beam, pile cap,base slab,r etaining walls, walls of the septic tank inspection pit and the like and other works not less than 100mm thick up to plinth level. a) M15 or Prop. 1:2:4
(b) In Super Structure from plinth level up to 1st floor level. (ii) Columns , Pillars , posts, struts , suspended floor, roof landing,shelf & support balcony,lintel,sill band,beam,girder, bressumer , cantilever, stair case (except spiral stair case and landing) including preparing the top surface & finishing of nosing. (a) M15 or Prop. 1:2:4
Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4.
1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand)
10 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side b) In cement mortar 1:5
15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. B) On fair side b) In cement mortar 1:4
Earth/Sand filling in plinth in layer not more than 150mm thick including necessary, carriage, watering, raming etc. complete as directed and specified . Including payment of land compensation, Forest Royalty, Sales Tax and other duties and taxes as may be necessary. (C) With river sand or silt (predominently non plastic) by truck carriage including loading and unloading.
Plain cement concrete floor base in prop 1:3:6 laid in alternate bays as specified with coarse agg. of size 13mm to 32mm including dewatering if necessary, and curing etc. complete . (b) 50mm thick
CERAMIC TILES (A) AT FLOOR 5.7.1.1 Providing Ceramic Tiles of approved quality, size, shape and thickness not less than 8 mm on floors, skirtings, treads and risers of steps over cement mortar bed 15 mm thick in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with fix-A Tile Choksey/ Sika/ Pedelite/ Rouf/ White cement slurry mixed with approved pigment to match the shade of granite slab, complete at all levels as specified and directed (coloured pigment should be in conformity with colour of slab and as approved and directed by the Department). (a) Normal range Somany/ Orient/Nitco /Asian Make (ii) Of size 400mmx400mm and above
CEMENT PAINT & PRIMER (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after thoroughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth .
(b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after thouroughly all dirt and remains of loops powered materials.
For internal electrification @ 9% of Civil Cost
1st Year Routine Maintenance
2nd Year Routine Maintenance
3rd Year Routine Maintenance
BHUPEN DAIMARY
Girendra Boro
Sri Gunajit Nath
Sudhang Kumar Brahma
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