Csind-Reconstruction Of Karikkakom Temple Bridge Across Parvathy Puthanar At Ch 14 . 32 Km Including Retaining Wall And Approach Road In Thiruvananthapuram Corporation -Steel Lattice Vehicular Bridge With Lifting Facility Csind-Reconstruction Of Karikkako
Tender Value
2.56 Crore
Estimated cost
Bid Submission
24 Feb 2021
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
12365
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Karikkakom → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Csind-Reconstruction Of Karikkakom Temple Bridge Across Parvathy Puthanar At Ch 14 . 32 Km Including Retaining Wall And Approach Road In Thiruvananthapuram Corporation -Steel Lattice Vehicular Bridge With Lifting Facility Csind-Reconstruction Of Karikkakom Temple BridgeAcross Parvathy Puthanar At Ch 14 . 32 Km IncludingRetaining Wall And Approach Road InThiruvananthapuram Corporation -Steel LatticeVehicular Bridge With Lifting Facility
BOQ
| Work Name:CSIND-Reconstruction of Karikkakom temple bridge across Parvathy Puthanar at Ch 14.32 km including retaining wall and approach road in Thiruvananthapuram Corporation (steel lattice vehicular bridge with lifting facility ) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part 1:INITIAL SITE PREPARATION | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 16.77 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001114 | 326 | sqm |
| 3 | 1.02 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001115 | 80 | sqm |
| 4 | 1.03 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc complete as directed by the departmental Engineer in charge.In cement mortar | BI01010001010000000000000515BI0100001116 | 59.4 | cum |
| 5 | 2 | 2 FOUNDATION | BI01010001010000000000000515BI0100001117 | ||
| 6 | 2.01 | 12.1.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil - Depth upto 3 m - Manual Means etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001118 | 380.99 | cum |
| 7 | 2.02 | 12.7.B : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001119 | 13.32 | cum |
| 8 | 2.03 | 12.23.6 : Bored cast-in-situ M35 grade R.C.C. Pile using concrete mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.<br> Pile diameter-750 mm <br> etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001120 | 192 | metre |
| 9 | 2.04 | 12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001121 | 8.945 | MT |
| 10 | 2.05 | 12.38.C.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specificationn<br>RCC Grade M30 - Using Concrete Mixer etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001122 | 79.831 | cum |
| 11 | 2.06 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001123 | 15.836 | MT |
| 12 | 2.07 | 13.14 : Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001124 | 20000 | Cum cm |
| 13 | 3 | 3 Retaining wall- 15m on both side | BI01010001010000000000000515BI0100001125 | ||
| 14 | 3.01 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001126 | 20.353 | cum |
| 15 | 3.02 | od33684/2020_2021/IA : Ring bund Type-1 Putting up ring bund as per approved shape 3m bottom width, 1.5m top width using emptygunny/polythene bags filled with earth placed in 2 rows at 1.2m apart and filled in between with puddle clay to form bund for an average height 3m including labour dismantling the bund after completion of the work etc. complete.( base OD 60.1.1)volume of bund (1.5+3)/2*3.00*20=135.00m3volume of core 1.2*2.00*20=48.00m3vol. of earth=135-48=87.00m3No. of bags 87/0.027=3223nos etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001127 | 85 | metre |
| 16 | 3.03 | 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc complete as directed by the departmental Engineer in charge.. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001128 | 161.57 | cum |
| 17 | 3.04 | od39093/2020_2021/IA : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5 HP and up to 10 HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete( Base OD 60.2.3) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001129 | 300 | hour |
| 18 | 3.05 | 5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001130 | 145.904 | cum |
| 19 | 3.06 | 5.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001131 | 116.724 | quintal |
| 20 | 3.07 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001132 | 144 | sqm |
| 21 | 3.08 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001133 | 32.04 | sqm |
| 22 | 3.09 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001134 | 70.176 | sqm |
| 23 | 3.1 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001135 | 4714.2 | kilogram |
| 24 | 3.11 | 16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | BI01010001010000000000000515BI0100001136 | 45 | cum |
| 25 | 3.12 | 2.25 :.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001137 | 205.846 | cum |
| 26 | 4 | 4 PILE CAP | BI01010001010000000000000515BI0100001138 | ||
| 27 | 4.01 | 12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001139 | 3.267 | cum |
| 28 | 4.02 | 12.38.D.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br>\nRCC Grade M-35 -Using Concrete Mixer <br> etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001140 | 39.197 | cum |
| 29 | 4.03 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001141 | 5.096 | MT |
| 30 | 5 | 5 HOIST TOWER | BI01010001010000000000000515BI0100001142 | ||
| 31 | 5.01 | 85.102 : Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001143 | 21182 | kg |
| 32 | 5.02 | 85.101 : Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001144 | 9035 | kg |
| 33 | 5.03 | 85.106 : Supply of MS flats including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001145 | 98 | kg |
| 34 | 5.04 | 85.107 : Supply of MS round bar including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001146 | 82 | kg |
| 35 | 5.05 | od33908/2020_2021/IA : Supply and stackiung of heigh strength bolts in steel as per IS4000-1992 etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001147 | 800 | kg |
| 36 | 5.06 | 85.124 : Fabrication and supply of Hoisting bridge unit in structural steel confirming to IS2062Gr including ladder, covers for hoisting unit etc as per approved specifications, drawings and directions of deptl officer at site including cost of labour, machinery, incidental and handling charges for fixing handrails and allied works etc complete but excluding material already supplied and weight of pipes for hand rails etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001148 | 30397 | kg |
| 37 | 5.07 | od33914/2020_2021/IA : Hot-dip galvanizing in accordance with ASTM specifications(ASTM A 123) for the fabricated structural steel for bridge structures as per approved specifications and directions of deptl officer including cost of all materials , machinery, labour, transportation, loading charges for fixing handrails and allied works etc. complete but excluding cost of fabricated structural material already supplied. Rate analysis for 1MT fabrication etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001149 | 30397 | kilogram |
| 38 | 5.08 | od33973/2020_2021/IA : erection bridge unit in galvanised structural steel including straightening by bolting as per approved specifications, drawings and directions of deptl officer at site including cost of labour,machinery,consumables,incidental and handling charges for fixing and allied works etc. complete but excluding cost of galvanised materials,bolts etc.( Base OD 85.124) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001150 | 31197 | kg |
| 39 | 5.09 | od34999/2020_2021/IA : Supply and erection of forged shackle for general lifting purpose with working load limit 25MT as per IS 2415/20 etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001151 | 4 | no |
| 40 | 5.1 | od33975/2020_2021/IA : Supply and errection of two leg steel wire rope slings with soft eye (0 to 45 degree angle) of 36mm dia nominal bore of wire rope of 6 x 19 construction etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001152 | 2 | set |
| 41 | 5.11 | od34995/2020_2021/IA : Design, manufacture and supply of 25 Ton capacity, fixed type electric wire rope hoist (without motorizedTrolley) complete with control panel,hook block,safety limit switch, pendent puysh button station with control cable,110volts control voltage with a speed of 2mpm for hoist (up/down),duly painted with 2 coats of primer and 2 coats of synthetic enamel primer, conforming to IS 3938 specifications and as per the G.A drawing enclosed etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001153 | 2 | set |
| 42 | 5.12 | od34996/2020_2021/IA : Erection and commissioning of 25 Ton capacity,fixed type electric wire rope hoist(without motorized Trolley) complete with control panel,Hook Block,Safety limit switch,Pendent push button station with control cable,110volts control voltage with a speed of 2mpm for Hoist(up/down),already supplied etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001154 | 2 | set |
| 43 | 6 | 6 BRIDGE | BI01010001010000000000000515BI0100001155 | ||
| 44 | 6.01 | 85.101 : Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001156 | 5328 | kg |
| 45 | 6.02 | 85.102 : Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001157 | 22253 | kg |
| 46 | 6.03 | 85.103 : Supply of MS checquered plates including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001158 | 8196 | kg |
| 47 | 6.04 | 85.106 : Supply of MS flats including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001159 | 363 | kg |
| 48 | 6.05 | 85.107 : Supply of MS round bar including cost of conveyance charges etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001160 | 320 | kg |
| 49 | 6.06 | od33949/2020_2021/IA : Fabrication structural steel confirming to IS2062Gr for bridge structures including drilling for bolt holes as per approved specifications,drawings and directions of deptl officer at site including cost of labour, machinery,incidental and handling charges for fixing handrails and allied works etc complete but excluding cost of material already supplied( Base OD 85.124) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001161 | 36460 | kg |
| 50 | 6.07 | od33914/2020_2021/IA : Hot-dip galvanizing in accordance with ASTM specifications(ASTM A 123) for the fabricated structural steel for bridge structures as per approved specifications and directions of deptl officer including cost of all materials , machinery, labour, transportation, loading charges for fixing handrails and allied works etc. complete but excluding cost of fabricated structural material already supplied. Rate analysis for 1MT fabrication etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001162 | 36460 | kilogram |
| 51 | 6.08 | od33973/2020_2021/IA : erection bridge unit in galvanised structural steel including straightening by bolting as per approved specifications, drawings and directions of deptl officer at site including cost of labour,machinery,consumables,incidental and handling charges for fixing and allied works etc. complete but excluding cost of galvanised materials,bolts etc.( Base OD 85.124) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001163 | 36662.8 | kg |
| 52 | 6.09 | od33908/2020_2021/IA : Supply and stackiung of heigh strength bolts in steel as per IS4000-1992 etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001164 | 1702.8 | kg |
| 53 | 7 | 7 FINISHING | BI01010001010000000000000515BI0100001165 | ||
| 54 | 7.01 | 5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001166 | 86.1 | sqm |
| 55 | 7.02 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001167 | 1950 | sqm |
| 56 | 7.03 | 13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001168 | 86.1 | sqm |
| 57 | 8 | 8 OPERATOR'S ROOM AND ELECTRIC ROOM | BI01010001010000000000000515BI0100001169 | ||
| 58 | 8.01 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001170 | 3.765 | cum |
| 59 | 8.02 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001171 | 5.61 | sqm |
| 60 | 8.03 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001172 | 27.21 | sqm |
| 61 | 8.04 | 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc complete as directed by the departmental Engineer in charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001173 | 8.627 | cum |
| 62 | 8.05 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001174 | 4.235 | cum |
| 63 | 8.06 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001175 | 6.03 | sqm |
| 64 | 8.07 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001176 | 32.805 | sqm |
| 65 | 8.08 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001177 | 1056.54 | kilogram |
| 66 | 8.09 | 50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001178 | 9.152 | cum |
| 67 | 8.1 | 2.25 :Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001179 | 2.903 | cum |
| 68 | 8.11 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001180 | 3.132 | cum |
| 69 | 8.12 | 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001181 | 11.61 | sqm |
| 70 | 8.13 | 11.26.1 : Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001182 | 12.645 | sqm |
| 71 | 8.14 | 10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001183 | 2159.44 | kg |
| 72 | 8.15 | od36898/2020_2021/IA : Providing and fixing galvalume trafford roofing sheet with powder coated (150GSM) of 0.5mm thick as approved by the Engineer-in-charge. The sheets shall be fixed using self drilling/self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal/vertical/curved surface, but ezcluding the cost of purlins. rafters, and including cutting to size shapes where ever required. Details of cost for area of roof 2x18.09x5.1=184.518sqm( Base OD 12.50) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001184 | 45.081 | sqm |
| 73 | 8.16 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001185 | 54.59 | sqm |
| 74 | 8.17 | 13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001186 | 173.665 | sqm |
| 75 | 8.18 | 13.17 : 6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001187 | 47.3 | sqm |
| 76 | 8.19 | 9.121 : Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001188 | 18.2 | metre |
| 77 | 8.2 | 9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001189 | 5.88 | sqm |
| 78 | 8.21 | 9.68.1 : Providing and fixing oxidised M.S. casement stays ( straight peg type) with necessary screws etc. complete.300 mm weighing not less than 200 gms etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001190 | 7 | no |
| 79 | 8.22 | 9.147A.3 : Providing and fixing factory made uPVC white colour casement/casement cum\nfixed glazed windows comprising of uPVC multi-chambered frame, sash and\nmullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2\nmm thick galvanized mild steel section made from roll forming process of required\nlength (shape & size according to uPVC profile), uPVC extruded glazing beads of\nappropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction\nhinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8\nmm size for fixing frame to finished wall, plastic packers, plastic caps and\nnecessary stainless steel screws etc. Profile of frame & sash shall be mitred cut\nand fusion welded at all corners, mullion (if required) shall be also fusion welded\nincluding drilling of holes for fixing hardware's and drainage of water etc. After\nfixing frame the gap between frame and adjacent finished wall shall be filled with\nweather proof silicon sealant over backer rod of required size and of approved\nquality, all complete as per approved drawing & direction of Engineer-in-Charge.\n(Single / double glass panes and silicon sealant shall be paid separately)<br>\nNote: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance\nin dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm &mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazingbead of appropriate dimension. ( Area of window upto 2.50 sqm). | BI01010001010000000000000515BI0100001191 | 5.04 | sqm |
| 80 | 8.23 | 9.147B.1 : 543\nSUB HEAD : 9 - WOOD & PVC WORK\n9.147B\nProviding and fixing factory made uPVC white colour fixed glazed windows/\nventilators comprising of uPVC multi-chambered frame and mullion (where ever\nrequired) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized\nmild steel section made from roll forming process of required length (shape &\nsize according to uPVC profile), , uPVC extruded glazing beads of appropriate\ndimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished\nwall, plastic packers, plastic caps and necessary stainless steel screws etc.\nProfile of frame shall be mitred cut and fusion welded at all corners, mullion (if\nrequired) shall be also fusion welded including drilling of holes for fixing\nhardware's and drainage of water etc. After fixing frame the gap between frame\nand adjacent finished wall shall be filled with weather proof silicon sealant over\nbacker rod of required size and of approved quality, all complete as per approved\ndrawing & direction of Engineer-in-Charge. (Single / double glass panes and\nsilicon sealant shall be paid separately).<br>\nNote: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance\nin dimension i.e. in depth & width of profile shall be acceptable.Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.) | BI01010001010000000000000515BI0100001192 | 0.27 | sqm |
| 81 | 8.24 | 9.7.7.2 : Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:5.5mm thick glass pane etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001193 | 2.8 | sqm |
| 82 | 8.25 | 9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001194 | 79.65 | kg |
| 83 | 8.26 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001195 | 89.93 | sqm |
| 84 | 8.27 | od36902/2020_2021/IA : Supplying and fixing good quality PVC ready made septic tank 2.40m length and 0.75m dia or nearest available size, including all cost and conveyance charges, labpur charges for erecting etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001196 | 1 | each |
| 85 | 8.28 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001197 | 122.33 | sqm |
| 86 | 8.29 | 13.45.1 : Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001198 | 48.651 | sqm |
| 87 | 9 | 9 Miscellaneous | BI01010001010000000000000515BI0100001199 | ||
| 88 | 9.01 | 8.1.B : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 <br> etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001200 | 32 | metre |
| 89 | 9.02 | 5.2.c : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.30 - 0.35 kg per sqm on the prepared Cement Concrete pavementcleaned with mechanical broom. etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001201 | 147.34 | sqm |
| 90 | 9.03 | 5.11.a : Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion (SS) and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface. <br>\nType - I - (2-3 mm thickness) Filling of hair cracks <br> etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001202 | 147.34 | sqm |
| 91 | 9.04 | 5.15 : Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (VG - 30) meeting the requirements given in table 500-40, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001203 | 147.34 | sqm |
| 92 | 9.05 | 8.46 : Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001204 | 250 | each |
| 93 | 10 | 10 approach road | BI01010001010000000000000515BI0100001205 | ||
| 94 | 10.01 | od34977/2020_2021/IA : Providing and laying factory made chamfered edge hydraulically pressed cement concrete paver blocks in drive ways or light traffic parking etc.,of required strength, thickness $ size/ shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of interlocking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator, filling rthe joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer in charge. 100mm thick cement concrete paver block of M-40 grade with approved colour, design $ pattern.Details of cost for 10 sqm etc complete as directed by the departmental Engineer in charge. | BI01010001010000000000000515BI0100001206 | 420 | sqm |
AI Tender Summary
Tender Timeline
Feb 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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