Public Works Department-PWD has published Construction Of Capital Complex ( Assemblycomponent , High Court And Civil Secretatriat Component ) At Mantripukhri Imphal ( Sh Construction Of Approach Bridgealong Irong Bridge , Approach Road And Pedestrain Bridge At High Court Of Manipur. Submission Date for this Tender is 28-05-2020. Building Work Tenders in Imphal Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Capital Complex (Assembly Component, High Court and Civil Secretariat Component) at Mantripukhri, Imphal (SH :-Construction of approach bridge over irong river stream, approach road and pedestrain bridge at High Court of Manipur). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SH-A : ( CONSTRUCTIONS OF APPROACH BRIDGE ) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 338.69 | cum |
| 2 | 2 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001114 | 246.23 | Cum |
| 3 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up\nto 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001115 | 145.5 | Cum |
| 4 | 4 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001116 | 7.56 | Cum |
| 5 | 5 | 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 as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement usedas per design mix is payable/recoverable separately). 5.33.1 All works upto plinth level | BI01010001010000000000000515BI0100001117 | 43.74 | Cum |
| 6 | 6 | 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 as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used\nas per design mix is payable/recoverable separately). 5.33.2 All works above plinth level upto floor V level | BI01010001010000000000000515BI0100001118 | 69.52 | Cum |
| 7 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars | BI01010001010000000000000515BI0100001119 | 20778.8 | Kg |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removalof form for all heights :foundation footings, bases of columns etc. & mass concrete | BI01010001010000000000000515BI0100001120 | 44.28 | Sqm |
| 9 | 9 | Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001121 | 89.76 | Sqm |
| 10 | 10 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | BI01010001010000000000000515BI0100001122 | 89.76 | Sqm |
| 11 | 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001123 | 67.26 | Sqm |
| 12 | 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001124 | 21921.4 | kg |
| 13 | 13 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube | BI01010001010000000000000515BI0100001125 | 625.839 | kg |
| 14 | 14 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.5 600 mm dia piles | BI01010001010000000000000515BI0100001126 | 400 | Rm |
| 15 | 15 | Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | BI01010001010000000000000515BI0100001127 | 137.47 | sqm |
| 16 | 16 | Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001128 | 600 | per cm depth per cm width per m length |
| 17 | 17 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :16.30.1 On W.B.M. @ 0.75 Kg I sqm | BI01010001010000000000000515BI0100001129 | 88.19 | sqm |
| 18 | 18 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).16.37.1 25 mm thick | BI01010001010000000000000515BI0100001130 | 88.19 | sqm |
| 19 | 19 | Supplying, fitting and fixing in position, true to line and level POT-PTFE bearings suitable for biaxial movement as per drawing and technical specification and BS-5400 Sections 9.1 & 9.2 | BI01010001010000000000000515BI0100001131 | 362.64 | Per MT Capacity |
| 20 | 20 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001132 | 88.192 | sqm |
| 21 | 21 | SH-B : ( Construction of Return Wall.) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001133 | 457.56 | cum |
| 22 | 22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001134 | 152.52 | cum |
| 23 | 23 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001135 | 26.92 | Cum |
| 24 | 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001136 | 518.2 | cum |
| 25 | 25 | Providing weep holes in plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and Technical Specification | BI01010001010000000000000515BI0100001137 | 162 | rm |
| 26 | 26 | Filter medium behind abutment,wing wall and return wall complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001138 | 161.49 | cum |
| 27 | 27 | SH-C : (Construction of Approach road with side drain) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001139 | 88.35 | cum |
| 28 | 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001140 | 29.45 | cum |
| 29 | 29 | Earthwork in rough excavation banking excavated earth in layer not exceeding 20 cm depth, breaking clods. Watering rolling each layer with 1/2 tonne roller or wodden or steel rammer & rolling every third and topmost layer with power roller or minimum 8 tonne & dressing up embankment for roads flood banks guide banks marginal banks & filling up ground depressing lead up to 50 m and lift upto 1.5m in.a) Loose/soft soil | BI01010001010000000000000515BI0100001141 | 1775.81 | cum |
| 30 | 30 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering )1:4:8(1cement:4 Kanhaighat c/sand:8 graded stone aggt. 40 mm size) | BI01010001010000000000000515BI0100001142 | 18.6 | cum |
| 31 | 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001143 | 13.95 | cum |
| 32 | 32 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001144 | 43.59 | cum |
| 33 | 33 | Providing laying & compacting granular base/sub-base according to lines, grades & cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge) | BI01010001010000000000000515BI0100001145 | 322.03 | cum |
| 34 | 34 | Supplying and stacking at site.\n16.3.1 90 mm to 45 mm size stone aggregate | BI01010001010000000000000515BI0100001146 | 107.34 | cum |
| 35 | 35 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | BI01010001010000000000000515BI0100001147 | 107.34 | cum |
| 36 | 36 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.1 On W.B.M. @ 0.75 Kg I sqm | BI01010001010000000000000515BI0100001148 | 331.25 | sqm |
| 37 | 37 | 2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc. complete. | BI01010001010000000000000515BI0100001149 | 331.25 | sqm |
| 38 | 38 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | BI01010001010000000000000515BI0100001150 | 331.25 | sqm |
| 39 | 39 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | BI01010001010000000000000515BI0100001151 | 470 | rm |
| 40 | 40 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001152 | 199.75 | sqm |
| 41 | 41 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4(1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001153 | 499.88 | sqm |
| 42 | 42 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001154 | 1523.04 | kg |
| 43 | 43 | SH-D : ( Construction of Pedestrain Bridge.) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001155 | 51.87 | cum |
| 44 | 44 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001156 | 17.29 | cum |
| 45 | 45 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.5 600 mm dia piles | BI01010001010000000000000515BI0100001157 | 150 | rm |
| 46 | 46 | 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 as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement usedas per design mix is payable/recoverable separately). 5.33.1 All works upto plinth level | BI01010001010000000000000515BI0100001158 | 7.65 | Cum |
| 47 | 47 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001159 | 35.3 | cum |
| 48 | 48 | 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 as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used\nas per design mix is payable/recoverable separately). 5.33.2 All works above plinth level upto floor V level | BI01010001010000000000000515BI0100001160 | 90.43 | cum |
| 49 | 49 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars | BI01010001010000000000000515BI0100001161 | 7119.82 | kg |
| 50 | 50 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :a) foundation , footings, bases of columns etc. and mass concrete | BI01010001010000000000000515BI0100001162 | 36.98 | sqm |
| 51 | 51 | Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001163 | 49.37 | sqm |
| 52 | 52 | Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001164 | 208.85 | sqm |
| 53 | 53 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) | BI01010001010000000000000515BI0100001165 | 31.73 | sqm |
| 54 | 54 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4(1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001166 | 63.46 | sqm |
| 55 | 55 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001167 | 63.46 | sqm |
| 56 | 56 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, | BI01010001010000000000000515BI0100001168 | 40 | rm |
| 57 | 57 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 All kinds of soil | BI01010001010000000000000515BI0100001169 | 631.496 | cum |
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