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Construction Of 02 Nos Central Morcha 04 Nos Corner Bunkers 02 Nos 02 Men Bunkers Sentry Post Sarv Dharm Sthal Garrage And Pol Store Electric Sub Station Pump Room And Generator Shed And Dog Kennel At Bop Sonari Of 03 Bn Bsf Shq Bsf Panisgar Ftr Tripura, BOP SONARAI-Tripura

Border Security Force-BSF has published Construction Of 02 Nos Central Morcha 04 Nos Corner Bunkers 02 Nos 02 Men Bunkers Sentry Post Sarv Dharm Sthal Garrage And Pol Store Electric Sub Station Pump Room And Generator Shed And Dog Kennel At Bop Sonari Of 03 Bn Bsf Shq Bsf Panisgar Ftr Tripura. Submission Date for this Tender is 31-07-2019. Bunker Tenders in BOP SONARAI Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

21118745
Construction Of 02 Nos Central Morcha 04 Nos Corner Bunkers 02 Nos 02 Men Bunkers Sentry Post Sarv Dharm Sthal Garrage And Pol Store Electric Sub Station Pump Room And Generator Shed And Dog Kennel At Bop Sonari Of 03 Bn Bsf Shq Bsf Panisgar Ftr Tripura
Open Tender
Indian
Tripura
BOP SONARAI
31-07-2019

Tender Details

construction of 02 Nos Central Morcha 04 Nos Corner Bunkers 02 Nos 02 Men Bunkers Sentry Post Sarv Dharm Sthal Garrage And Pol Store Electric Sub Station Pump Room And Generator Shed And Dog Kennel At Bop Sonari Of 03 Bn Bsf Shq Bsf Panisgar Ftr Tripura

Key Value

Document Fees
Refer document
EMD
INR 164100.0 /-
Tender Value
INR 82.02 Lakhs /-

BOQ Items

Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\r\nAll kinds of soil.\r\n 195.26 cum
2 2 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.\r\n 395.53 cum
3 3 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.\r\n 27.53 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 :\r\n1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).\r\n 62.83 cum
5 5 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)\r\n 9.52 sqm
6 6 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.\r\n 75 per 50 kg cement
7 7 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.\r\n 9.52 sqm
8 8 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.\r\n 26.96 sqm
9 9 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 :\r\n1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).\r\n 42.87 cum
10 10 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :\r\n1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).\r\n 52.99 cum
11 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).\r\n 90.71 cum
12 12 Centering and shuttering including strutting, propping etc. and removal of form for:\r\n\rFoundations, footings, bases of columns, etc. for mass concrete\r\n 178.6 sqm
13 13 Centering and shuttering including strutting, propping etc. and removal of form for:\r\nSuspended floors, roofs, landings, balconies and access platform\r\n 479.54 sqm
14 14 Centering and shuttering including strutting, propping etc. and removal of form for:\r\r\nShelves (Cast in situ)\r\n 13.84 sqm
15 15 Centering and shuttering including strutting, propping etc. and removal of form for:\r\r\nLintels, beams, plinth beams, girders, bressumers and cantilevers\r\n 423.89 sqm
16 16 Centering and shuttering including strutting, propping etc. and removal of form for:\r\r\nColumns, Pillars, Piers, Abutments, Posts and Struts\r\n 396.44 sqm
17 17 Centering and shuttering including strutting, propping etc. and removal of form for:\r\r\nStairs, (excluding landings) except spiral-staircases\r\n 3.48 sqm
18 18 Centering and shuttering including strutting, propping etc. and removal of form for:\r\r\nWeather shade, Chajjas, corbels etc., including edges\r\n 11.25 sqm
19 19 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\r\nCold twisted bars\r\n 18058.9 Kg
20 20 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.\r\n 149.05 metre
21 21 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\r\nCement mortar 1:6 (1 cement : 6 coarse sand)\r\n 10.75 cum
22 22 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\r\nCement mortar 1:6 (1 cement : 6 coarse sand)\r\n 133.47 cum
23 23 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.\r\nCement mortar 1:4 (1 cement :4 coarse sand)\r\n 40.12 sqm
24 24 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).\r\n 43.1 metre
25 25 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.\r\nKiln seasoned and chemically treated hollock wood\r\n35 mm thick\r\n 9.36 sqm
26 26 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:\r\n30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws\r\n 11.02 sqm
27 27 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.\r\nFixed to steel windows by welding\r\n 170.72 kg
28 28 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.\r\n250 mm weighing not less than 150 gms\r\n 14 each
29 29 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :\r\n250x16 mm\r\n 6 each
30 30 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :\r\n200x10 mm\r\n 12 each
31 31 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :\r\n150x10 mm\r\n 14 each
32 32 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\r\n125 mm\r\n 8 each
33 33 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\r\n100 mm\r\n 4 each
34 34 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\r\n75 mm\r\n 14 each
35 35 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\r\nUsing M.S. angles 40x40x6 mm for diagonal braces\r\n 2.1 sqm
36 36 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.\r\n80x1.25 mm M.S. laths with 1.25 mm thick top cover\r\n 8.92 sqm
37 37 Providing and fixing ball bearing for rolling shutters.\r\n 2 each
38 38 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).\r\nFixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)\r\n 86.4 kg
39 39 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.\r\nFixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)\r\n 245.52 kg
40 40 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :\r\n4.0 mm thick glass panes\r\n 2.16 sqm
41 41 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.\r\n40 mm wide and 4 mm thick\r\n 90.2 metre
42 42 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) :\r\n25 mm thick\r\n 172.8 sqm
43 43 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.\r\n 40.06 sqm
44 44 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :\r\nIn 75x75 mm deep chase\r\n 11.25 metre
45 45 12 mm cement plaster of mix :\r\n1:4 (1 cement: 4 fine sand)\r\n 25.76 sqm
46 46 12 mm cement plaster of mix :\r\n1:6 (1 cement: 6 fine sand)\r\n 734.26 sqm
47 47 15 mm cement plaster on the rough side of single or half brick wall of mix :\r\n1:6 (1 cement: 6 fine sand)\r\n 708.12 sqm
48 48 12 mm cement plaster finished with a floating coat of neat cement of mix :\r\n1:4 (1 cement: 4 fine sand)\r\n 58.02 sqm
49 49 6 mm cement plaster of mix :\r\n1:3 (1 cement : 3 fine sand)\r\n 229.64 sqm
50 50 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.\r\nTwo or more coats on new work\r\n 919.37 sqm
51 51 Finishing walls with water proofing cement paint of required shade :\r\nNew work (Two or more coats applied @ 3.84 kg/10 sqm)\r\n 785.52 sqm
52 52 Applying priming coat:\r\nWith ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)\r\n 64.81 sqm
53 53 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\r\nTwo or more coats on new work\r\n 69.13 sqm
54 54 Providing and applying white cement based putty of required thickness , of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. \r\n\r\n 993.83 sqm
55 55 Cost Index @65.69% item9 1 Nos
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