Construction Of 12 ( Twelve ) Evm And Vvpat Warehouse In Manipur . Construction Of 12 ( Twelve ) Evm And Vvpat Warehouse In Manipur , Sh . Construction Of Ceo , S Office Evms Strong Room , Lamphelpat .
Tender Value
1.63 Crore
Estimated cost
Bid Submission
15 Jun 2020
0 days left
EMD
3.27 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
As Per Tender Document → Manipur
EMD Exemption
Not Available
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Not Available
Website
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Address
Project Description
Construction Of 12 ( Twelve ) Evm And Vvpat Warehouse In Manipur . Construction Of 12 ( Twelve ) Evm And Vvpat Warehouse In Manipur , Sh . Construction Of Ceo , S Office Evms Strong Room , Lamphelpat .
BOQ
| Name of Work: Construction of 12 (twelve) EVM and VVPAT Warehouse in Manipur, SH:- Construction of CEO,s Office EVMs Strong Room, Lamphelpat. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (A) GROUND FLOOR | 1 | ||
| 2 | 2 | SH : EARTH WORK | 2 | ||
| 3 | 3 | Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift above 1.5 m\n | 3 | 105.14 | m3 |
| 4 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.\n | 4 | 35.05 | m3 |
| 5 | 5 | Filling in plinth with sandy soil under floors including watering ramming,consolidating and dressing complete \n | 5 | 179.51 | m3 |
| 6 | 6 | SH : CONCRETE WORKS | 6 | ||
| 7 | 7 | P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Kanhaighat coarse sand:: 10 graded stone aggrt. 40mm nominal size).\n | 7 | 156.76 | m3 |
| 8 | 8 | (b) 1:3:6 (1 cem :3 Kanhaighat coarse sand:: 6 graded stone aggrt. 40mm nominal size). | 8 | 0.96 | m3 |
| 9 | 9 | (c) 1:2:4 (1 cem :2 Kanhaighat coarse sand:: 4 graded stone aggrt. 20mm nominal size). | 9 | 26.48 | m3 |
| 10 | 10 | SH : R.C.C. WORKS | 10 | ||
| 11 | 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.) | 11 | 17.28 | m3 |
| 12 | 12 | (b)1:1:2 (1 cement :1 Kanhaighat coarse sand:2 graded stone aggregate 20 mm nominal size.) | 12 | 47.11 | m3 |
| 13 | 13 | RCC work in in walls (any thickness), including attached pilasters, buttresses, plinth and string ourses,fillets,columns, pillars, piers,abutment, posts and struts etc. upto floor five level excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).\n\n | 13 | 11.79 | m3 |
| 14 | 14 | RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).\n | 14 | 42.73 | m3 |
| 15 | 15 | Boring ,providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in cement concrete, to carry a safe working load not less than specified ,including the cost of steel reinforcement but including the cost of boring with casting and / or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed (Length of the pile for payment shall be measured up to bottom of pile cap ).i) 450 mm diameter single underreamed pile upto a length of 20.00 metre . | 15 | 44 | Each |
| 16 | 16 | Reinforcement for R.C.C.work including bending,binding and placing in position complete | 16 | ||
| 17 | 17 | (b) TMT bars. | 17 | 16587.8 | Kg |
| 18 | 18 | FORM WORKS | 18 | ||
| 19 | 19 | Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply) (a) Foundation footings, bases of columns etc. and mass concrete.\n | 19 | 325.27 | m2 |
| 20 | 20 | (b) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.\n | 20 | 116.75 | m2 |
| 21 | 21 | ( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness | 21 | 110.18 | m2 |
| 22 | 22 | (d) Columns, pillars, posts and struts (square, rectangular or polygon in plan).\n | 22 | 128.06 | m2 |
| 23 | 23 | (e) Stair case ( excluding landing) slopping or stepped soffits including riser and strings etc. | 23 | 30 | m2 |
| 24 | 24 | (f) Edges of slab and breaks in floor not exceeding 1m in depth | 24 | 107.36 | Rm |
| 25 | 25 | BRICKS WORKS | 25 | ||
| 26 | 26 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1: 4 (1 Cem:4 kanhaighat C/Sand) | 26 | 58.59 | m3 |
| 27 | 27 | 2nd class (local first class) brick work in superstructure above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4Kanhaighat coarse sand:) | 27 | 43.86 | m3 |
| 28 | 28 | Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand:) in superstructure (a)above plinth.\n | 28 | 16.58 | m2 |
| 29 | 29 | WOOD WORKS | 29 | ||
| 30 | 30 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position (b) Local best quality Leihao. | 30 | 0.21 | m3 |
| 31 | 31 | Providing and fixing 38 mm thick panelled and glazed or panelled and glazed shutters for doors, windows, c/windows etc. including bright finished brass hinges with necessary screws - (a) local best qlty Leihao wood.\n | 31 | 7.56 | m2 |
| 32 | 32 | Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 Kanhaighat coarse sand: : 6 stone aggrt. 20mm nominal guage). | 32 | 18 | Each |
| 33 | 33 | Providing and fixing M.S. sliding door bolts bright finished or black enamelled with nuts & screws etc. complete.(a) 300X16 mm | 33 | 3 | Each |
| 34 | 34 | Providing and fixing M.S. Tower bolts (barrel type)with screws etc. complete (a)250x10mm\n | 34 | 6 | Each |
| 35 | 35 | (b) 150x10 mm\n | 35 | 99 | Each |
| 36 | 36 | Providing and fixing M.S. Handles with screws & nuts complete. (a)125mm\n | 36 | 6 | Each |
| 37 | 37 | (b) 100 mm\n | 37 | 66 | Each |
| 38 | 38 | Providing and fixing M.S. Hookes and eyes.(a) 200mm\n | 38 | 66 | Each |
| 39 | 39 | Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all M.S. Flat i/c bolts & nuts or by screws,with priming coat and finished with two or more coats of superior ready mixed paint for steel .(i) Plainl grill. | 39 | 536.44 | Kg |
| 40 | 40 | STEEL WORKS | 40 | ||
| 41 | 41 | Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required.b) Ready made steel windows (side hung/top hung) | 41 | 32.65 | m2 |
| 42 | 42 | Providing & fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x 2mm & braced with flat iron diagonals 20mm x 5mm sizes with top & bottom rails of T iron 40mm x 40mm x 6mm with 38mm dia steel pullets complete with bolts &nuts, locking arrangement,stoppers, handles i/c applying a priming coat of red lead paint. | 42 | 12.25 | m2 |
| 43 | 43 | Providing and fixing stainless steel (grade 304 ) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge | 43 | 156.05 | Kg |
| 44 | 44 | SH : FLOORING | 44 | ||
| 45 | 45 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : Kanhaighat4 coarse sand), including grouting the joints with white cement and matching pigments etc.,complete. (a) Size of Tile 600x600 mm (Single Charged) (i) Branded. | 45 | 124.07 | m2 |
| 46 | 46 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Single Charged) (i) Branded. | 46 | 15.97 | m2 |
| 47 | 47 | Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6Kanhaighat coarse sand_Local) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) White Marble slab 20 mm thick (i) 60 x 90 cm | 47 | 19.5 | m2 |
| 48 | 48 | 10 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 Kanhaighat Cement: 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with extra for nosing in marble stone for treads (a) White | 48 | 13.6 | m2 |
| 49 | 49 | Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). A) 150 mm diameter | 49 | 23 | Rm |
| 50 | 50 | Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm X 112.5 mm of 1:2:4 mix (1 cement:2 coarse sand:4 hard stone\nballast 20 mm & down gauge).a)150 mm diameter | 50 | 44 | each |
| 51 | 51 | SH : FINISHING | 51 | ||
| 52 | 52 | 12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).\n | 52 | 190.77 | m2 |
| 53 | 53 | 15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).\n | 53 | 206.66 | m2 |
| 54 | 54 | 15 mm cement plaster 1:3(1 cement:3 Kanhaighat coarse sand)finished with a floating coat of neat cement.\n | 54 | 117.4 | m2 |
| 55 | 55 | Applying one coat of cement primer of approved quality on wall surface. | 55 | 704.64 | m2 |
| 56 | 56 | Applying ready mixed priming coat pink primer of appd. quality on wood work. | 56 | 15.12 | m2 |
| 57 | 57 | Providing and applying wall putty/plaster of paris putty of 2 mm thickness over plaster surface to prepared the surface even and smooth complete. | 57 | 704.64 | m2 |
| 58 | 58 | Finishing walls weather shield paint of approved quality on new work ( three or more coats ) to give an even shade. | 58 | 221.25 | m2 |
| 59 | 59 | Painting on wall with ( two coats ) of plastic emulsion paint of approved quality in all shades on new work to give an even shade. | 59 | 483.39 | m2 |
| 60 | 60 | Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.\n | 60 | 78.56 | m2 |
| 61 | 61 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of appd. quality in all shades on new work to give an even shade.\n | 61 | 15.12 | m2 |
| 62 | 62 | MISCELLANEOUS | 62 | ||
| 63 | 63 | Providing under layer for plinth protection of 75 mm thick (unconsolidated) of stone aggrt. 40 mm nominal size wall rammed & consolidated & grouted with fine sand i/c finishing the top of concrete smooth. | 63 | 43.82 | m2 |
| 64 | 64 | Providing plinth protection 50 mm thick in cement concrete 1: 3 : 6 (1 cement : 3 Kanhaighat sand : 6 graded stone aggrt. of 20 mm nominal size) i/c finishing the top surface of concrete smooth. | 64 | 43.82 | m2 |
| 65 | 65 | 2nd class brick masonary 15x15cm open surface drain in c.m. 1: 5(1cem : 5 Kanhaighat sand) i/c earth excavation 10cm bed c.c.1: 5 : 10 1cem : 5 Kanhaighat sand :10gr.st.aggrt.40mm n/size i/c 12mm thick cement plaster 1: 3 (1cem : 3 Kanhaighat sand) with a floating coat of neat cement inside & outside as per standard design. | 65 | 61.46 | Rm |
| 66 | 66 | (B) FIRST FLOOR | 66 | ||
| 67 | 67 | SH : R.C.C. WORKS | 67 | ||
| 68 | 68 | RCC work in in walls (any thickness), including attached pilasters, buttresses, plinth and string courses,fillets,columns, pillars, piers,abutment, posts and struts etc. upto floor five level excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).\n\n | 68 | 12.75 | m3 |
| 69 | 69 | RCC work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves,chajjas, lintels,bands,plain window sill,staircases and spiral staircase upto floor five level but excluding the cost of centering, shuttering ,finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 Kanhaighat coarse sand: : 3 graded stone aggrt. 20mm nominal size).\n | 69 | 63.75 | m3 |
| 70 | 70 | Reinforcement for R.C.C.work including bending,binding and placing in position complete | 70 | ||
| 71 | 71 | (b) TMT bars. | 71 | 11583.4 | Kg |
| 72 | 72 | FORM WORKS | 72 | ||
| 73 | 73 | Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply) | 73 | ||
| 74 | 74 | (b) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.\n | 74 | 172.18 | m2 |
| 75 | 75 | ( c )Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness | 75 | 177.38 | m2 |
| 76 | 76 | (d) Columns, pillars, posts and struts (square, rectangular or polygon in plan).\n | 76 | 148.96 | m2 |
| 77 | 77 | (e) Stair case ( excluding landing) slopping or stepped soffits including riser and strings etc. | 77 | 16.58 | m2 |
| 78 | 78 | (f) Edges of slab and breaks in floor not exceeding 1m in depth | 78 | 132.72 | Rm |
| 79 | 79 | (g) Vertical surface such as walls (any thickness), partition and the like including attached pilasters, buttreese, plinth and the string courses and the like | 79 | 64.81 | Rm |
| 80 | 80 | BRICKS WORKS | 80 | ||
| 81 | 81 | 2nd class (local first class) brick work in superstructure above 1st floor level to 2nd floor level in cement mortar 1:4(1 Cem:4Kanhaighat coarse sand:) | 81 | 32.13 | m3 |
| 82 | 82 | Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand:) in superstructure (a)above 1st floor level upto 2nd floor level\n | 82 | 174.92 | m2 |
| 83 | 83 | WOOD WORKS | 83 | ||
| 84 | 84 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position (b) Local best quality Leihao. | 84 | 0.4 | m3 |
| 85 | 85 | Providing and fixing 38 mm thick panelled and glazed or panelled and glazed shutters for doors, windows, c/windows etc. including bright finished brass hinges with necessary screws - (a) local best qlty Leihao wood.\n | 85 | 11.97 | m2 |
| 86 | 86 | Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 Kanhaighat coarse sand: : 6 stone aggrt. 20mm nominal guage). | 86 | 36 | Each |
| 87 | 87 | Providing and fixing M.S. sliding door bolts bright finished or black enamelled with nuts & screws etc. complete.(a) 300X16 mm | 87 | 5 | Each |
| 88 | 88 | Providing and fixing M.S. Tower bolts (barrel type)with screws etc. complete (a)250x10mm\n | 88 | 12 | Each |
| 89 | 89 | (b) 150x10 mm\n | 89 | 112 | Each |
| 90 | 90 | Providing and fixing M.S. Handles with screws & nuts complete. (a)125mm\n | 90 | 12 | Each |
| 91 | 91 | (b) 100 mm\n | 91 | 112 | Each |
| 92 | 92 | Providing and fixing M.S. Hookes and eyes.(a) 200mm\n | 92 | 74 | Each |
| 93 | 93 | Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all M.S. Flat i/c bolts & nuts or by screws,with priming coat and finished with two or more coats of superior ready mixed paint for steel .(i) Plainl grill. | 93 | 521.65 | Kg |
| 94 | 94 | STEEL WORKS | 80 | ||
| 95 | 95 | Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required.b) Ready made steel windows (side hung/top hung) | 95 | 31.75 | m2 |
| 96 | 96 | Providing & fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x 2mm & braced with flat iron diagonals 20mm x 5mm sizes with top & bottom rails of T iron 40mm x 40mm x 6mm with 38mm dia steel pullets complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint. | 96 | 5.36 | m2 |
| 97 | 97 | Providing and fixing stainless steel (grade 304 ) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge | 97 | 156.05 | Kg |
| 98 | 98 | SH : FLOORING | 98 | ||
| 99 | 99 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand), including grouting the joints with white cement and matching pigments etc.,complete. (a) Size of Tile 600x600 mm (Single Charged) (i) Branded. | 99 | 96.68 | m2 |
| 100 | 100 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Single Charged) (i) Branded. | 100 | 12.2 | m2 |
| 101 | 101 | Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6 Kanhaighat coarse sand_Local) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) White Marble slab 20 mm thick (i) 60 x 90 cm | 101 | 12.26 | m2 |
| 102 | 102 | 10 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 Cement: 3 Kanhaighat coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with extra for nosing in marble stone for treads (a) White | 102 | 6.92 | m2 |
| 103 | 103 | White glazed tiles 10 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1: 3 (1 cement: 3 Kanhaighat coarse sand) finished with flush pointing in white cement. | 103 | 16.93 | m2 |
| 104 | 104 | White glazed tiles 10 mm thick in skirting risers of steps & dado on 10 mm thick cement plaster 1: 3 (1 cement: 3 Kanhaighat coarse sand) & jointed with white cement slurry. | 104 | 29.74 | m2 |
| 105 | 105 | Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). A) 150 mm diameter | 105 | 33.96 | Rm |
| 106 | 106 | Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm X 112.5 mm of 1:2:4 mix (1 cement:2 coarse sand:4 hard stone\nballast 20 mm & down gauge).a)150 mm diameter | 106 | 64 | each |
| 107 | 107 | Providing & fixing on walls face G.I. head for rain water pipe i/c filling the joints spun yarn soaked in neat cement slurry & cement mortar 1:2(1 cement:2 fine sand). a) 150 mm diameter. | 107 | 4 | each |
| 108 | 108 | SH : FINISHING | 108 | ||
| 109 | 109 | 12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).\n | 109 | 303.44 | m2 |
| 110 | 110 | 15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand:).\n | 110 | 303.44 | m2 |
| 111 | 111 | Applying one coat of cement primer of approved quality on wall surface. | 111 | 1138.39 | m2 |
| 112 | 112 | Applying ready mixed priming coat pink primer of appd. quality on wood work. | 112 | 23.94 | m2 |
| 113 | 113 | Providing and applying wall putty/plaster of paris putty of 2 mm thickness over plaster surface to prepared the surface even and smooth complete. | 113 | 1138.39 | m2 |
| 114 | 114 | Finishing walls weather shield paint of approved quality on new work ( three or more coats ) to give an even shade. | 114 | 552.43 | m2 |
| 115 | 115 | Painting on wall with ( two coats ) of plastic emulsion paint of approved quality in all shades on new work to give an even shade. | 115 | 585.96 | m2 |
| 116 | 116 | Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.\n | 116 | 64.97 | m2 |
| 117 | 117 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of appd. quality in all shades on new work to give an even shade.\n | 117 | 23.94 | m2 |
| 118 | 118 | Supplying and applying Dr. Fixit primeseal (after making dilution with water in the ratio 2:1 ( 2 primesial : 1 water ) on new roof at 1 litre per 9.3 sqm after cleaning the surface using wire brush or approprite tools (surface to be washer off with water)and allow drying of 2 -3hours before applying Dr. Fixit New coat over this coat as per direction of the Engineer - in -charge. | 118 | 219.05 | m2 |
| 119 | 119 | Supplying and applying Dr. Fixit New coat on primeseal roof surface in three different coats at 1 litre per 1.95 sqm . per coat laying fibre mesh with adhesive primer ( consuning 20 litre for 80 sheet of 3 x 10 m fibre mesh ) after 1 st coat of new coat 2nd coat of newcoat should be applied immediately after laying of fibre mesh 3rd coat of Dr. Fixit newcoat should be applied after allowing drying of the 2nd coat for 6 to 8 hrs. Each coat should be applied in perpendicular direction to the underlaying layer. the entire process should be carried out under strict supervision and direction of the Engineer - in -charge. | 119 | 219.05 | m2 |
| 120 | 120 | ( C ) SANITARY INSTALLATION | 120 | ||
| 121 | 121 | Providing and fixing white vitreous china pedestal type water closet ( European type W.C. pan ) with seat and lid, 10 litre low level white PVC. flushing cistern i/c flush pipe ,manually controlled device (handle lever) conforming to IS 7231 with all fiiting and fixture complete i/c cutting and making good the wall and floor, wherever required: i) W.C pan with ISI marked white solid plastic seat and lid. | 121 | 2 | Each |
| 122 | 122 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | 122 | 3 | Each |
| 123 | 123 | Providing and Fixing wash basin with C.I. brackets, 15mm C.P brass pillar tap, 32mm C.P brass waste of standard patter, i/c painting of fittings and brackets,cutting and making good the walls whereever required a) white vitreous china flat back wash basin size 450x300mm with single 15 mm C.P brass pillar tap. | 123 | 3 | Each |
| 124 | 124 | Providing and fixing 600 X 450 mm bevelled edge Mirror of superior glass (of approved quality) quality complete with 6mm thick hard board ground fixed to wooden cleat with C.P. brass screws and washers complete. | 124 | 3 | Each |
| 125 | 125 | Providing and fixing 610 x 20 mm Diplomat brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws | 125 | 3 | Each |
| 126 | 126 | Providing and fixing 100 mm H.C.I. soil,waste & vent pipes | 126 | 24.5 | m |
| 127 | 127 | Providing and fixing 100 mm HCI plain bend of the required degree. | 127 | 4 | Each |
| 128 | 128 | Providing and fixing 100x100x100x100 mm HCI plain branch of the required degree. | 128 | 1 | Each |
| 129 | 129 | Providing and fixing 50 mm H.C.I. soil,waste & vent pipes | 129 | 24.6 | m |
| 130 | 130 | Providing and fixing 50 mm HCI plain bend of the required degree. | 130 | 4 | Each |
| 131 | 131 | Providing and fixing 50x50x50x50 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nut complete. | 131 | 1 | Each |
| 132 | 132 | Providing and fixing MS stays and clamps of approved quality for 100 mm dia HCI pipe | 132 | 48 | Each |
| 133 | 133 | Providing and fixing grating of approved quality for gully trap a) stainless steel 100mm nominal diameter | 133 | 4 | Each |
| 134 | 134 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps i/c cutting and making good the walls etc. (Internal work).a)15 mm diameter | 134 | 17.3 | m |
| 135 | 135 | Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work).a)25 mm diameter | 135 | 40 | m |
| 136 | 136 | Providing and fixing C.P. bib cock of superior quality.a) 15mm diameter | 136 | 2 | Each |
| 137 | 137 | Providing and fixing brass stop cock of superior quality.a) 15mm diameter | 137 | 4 | Each |
| 138 | 138 | Providing and fixing brass full way G.M valve with CI wheel of superior quality.a) 25mm diameter | 138 | 2 | Each |
| 139 | 139 | Providing and fixing WATER STORAGE TANKS (Sintex) with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level.(i)1000 litres net capacity storage tanks | 139 | 1 | Each |
| 140 | 140 | P/F C.I cover with frame for (manhole and chamber) (a) 600x450mm (Heavy duty) | 140 | 1 | Each |
| 141 | 141 | ( D ) DEVELOPMENT WORKS | 141 | ||
| 142 | 142 | Banking excavated earth in layers not exceeding 20 cm. in depth breaking clods, watering, rolling each layer with 1/2 tonne or wooden or steel rammer and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up in embankment for roads, flood banks, marginal banks and guide banks, etc. lead upto 15 km in Hard / Dense soil (a) lift upto 1.5m. | 142 | 120.96 | m3 |
| 143 | 143 | Providing laying &compacting granular base/ sub-base according to lines, grades & cross section by using naturally occuring sand gravel / conforming to IRC Grade 2 of M.O.S.T. specificaton free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnescapacity 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. completed as directed by the Engineer in charge (without carriage charge of all materials) | 143 | 45.37 | m3 |
AI Tender Summary
Tender Timeline
Jun 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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