Border Security Force-BSF has published Construction Of Rcc Overhead Tank Of Capacity 150000 Ltrs With Deep Tube Well And Pump House At Sampurna Nand Shivir, Sitarganj, Udham Singh Nagar (Uk) Under Dig (Hq) Fhq, Hqrs Ig Ftr Hq Bsf New Delhi. Submission Date for this Tender is 21-10-2019. Tube Well Tenders in Sitarganj (Udham Sing Nagar) UK Uttarakhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of RCC Overhead Tank of capacity 150000 Ltrs with Deep Tube well and pump house at Sampurna Nand Shivir, Sitarganj, Udham Singh Nagar (UK) under DIG (HQ) FHQ, HQRS IG FTR HQ BSF New Delhi | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in rough excavation, banking excavated earth in layers not\nexceeding 20cm in depth, breaking clods, watering, rolling each layer\nwith 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 : All kinds of soil | BI01010001010000000000000515BI0100001113 | 314 | Cum |
| 2 | 2 | Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001115 | 23.55 | Cum |
| 3 | 3 | Providing and laying in position specified grade of reinforced cement\nconcrete, excluding the cost of centering, shuttering, finishing and\nreinforcement - All work up to plinth level : | BI01010001010000000000000515BI0100001116 | 23.55 | Cum |
| 4 | 4 | Reinforced cement concrete work in walls (any thickness), including\nattached 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 75 | Cum |
| 5 | 5 | 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). | BI01010001010000000000000515BI0100001118 | 50 | Cum |
| 6 | 6 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001119 | 29600 | kg |
| 7 | 7 | Centering and shuttering including strutting, propping etc. and removal\nof form for :Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | BI01010001010000000000000515BI0100001120 | 270 | Sqm |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal\nof form for : Spiral staircases (including landing) | BI01010001010000000000000515BI0100001121 | 59.31 | Sqm |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal\nof form for : Arches, domes, vaults up to 6 m span | BI01010001010000000000000515BI0100001122 | 105.86 | Sqm |
| 10 | 10 | Extra for arches, domes, vaults exceeding 6 m span | BI01010001010000000000000515BI0100001123 | 190.1 | Sqm |
| 11 | 11 | Extra for additional height in centering, shuttering where ever required\nwith adequate bracing, propping etc., including cost of de-shuttering\nand decentering at all levels, over a height of 3.5 m, for every additional\nheight of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies\n(Plan area to be measured) | BI01010001010000000000000515BI0100001126 | 250 | Sqm |
| 12 | 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | BI01010001010000000000000515BI0100001127 | 5000 | per 50kg |
| 13 | 13 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer, including welding and\nbolted with special shaped washers etc. complete.Hot finished welded type tubes | BI01010001010000000000000515BI0100001128 | 3000 | kg |
| 14 | 14 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,\nnuts, rubber insertions etc. (the tail pieces if required will be paid\nseparately) : 100 mm Class II | BI01010001010000000000000515BI0100001129 | 2 | each |
| 15 | 15 | Constructing masonry Chamber 120x120x100 cm inside, in brick\nwork in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice\nvalve, with C.I. surface box 100 mm top diameter, 160 mm bottom\ndiameter and 180 mm deep ( inside) with chained lid and RCC top\nslab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate\n20 mm nominal size) , i/c necessary excavation, foundation concrete\n1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm\nnominal size) and inside plastering with cement mortar 1:3 (1 cement\n: 3 coarse sand) 12 mm thick, finished with a floating coat of neat\ncement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001130 | 2 | each |
| 16 | 16 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class\nLA) conforming to IS - 1536 : 100 mm dia | BI01010001010000000000000515BI0100001131 | 210 | mtr |
| 17 | 17 | Providing and fixing gun metal non- return valve of approved quality\n(screwed end) : Vertical | BI01010001010000000000000515BI0100001132 | 2 | each |
| 18 | 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001133 | 362.15 | Sqm |
| 19 | 19 | Finishing walls with Acrylic Smooth exterior paint of required shade :\n 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) | BI01010001010000000000000515BI0100001134 | 362.15 | Sqm |
| 20 | 20 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.All types of soil 400 mm dia | BI01010001010000000000000515BI0100001135 | 75 | mtr |
| 21 | 21 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 400 mm dia | BI01010001010000000000000515BI0100001136 | 75 | mtr |
| 22 | 22 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia,\nconforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia | BI01010001010000000000000515BI0100001137 | 60 | mtr |
| 23 | 23 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10\nmm, in the recharge pit, over the existing layer of boulders, in required\nthickness, for all leads & lifts, all complete as per direction of Engineer-incharge | BI01010001010000000000000515BI0100001138 | 6 | Cum |
| 24 | 24 | Gravel packing in tubewell construction in accordance with IS: 4097,\nincluding providing gravel fine/ medium/ coarse, in required grading &\nsizes as per actual requirement, all complete as per direction of Engineerin- charge. | BI01010001010000000000000515BI0100001139 | 6 | Cum |
| 25 | 25 | Development of tube well in accordance with IS : 2800 (part I) and IS:\n11189, to establish maximum rate of usable water yield without sand\ncontent (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge | BI01010001010000000000000515BI0100001140 | 110 | hrs |
| 26 | 26 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia | BI01010001010000000000000515BI0100001141 | 1 | each |
| 27 | 27 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts f required size complete. | BI01010001010000000000000515BI0100001142 | 2 | each |
| 28 | 28 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 80 mm nominal bore | BI01010001010000000000000515BI0100001143 | 70 | mtr |
| 29 | 29 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 40 mm nominal bore | BI01010001010000000000000515BI0100001144 | 60 | mtr |
| 30 | 30 | 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.All kinds of soil. | BI01010001010000000000000515BI0100001145 | 7.2 | Cum |
| 31 | 31 | 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. | BI01010001010000000000000515BI0100001146 | 7.2 | Cum |
| 32 | 32 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001147 | 1.94 | Cum |
| 33 | 33 | Making plinth protection 50 mm 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 finishing the top smooth. | BI01010001010000000000000515BI0100001148 | 9.48 | Sqm |
| 34 | 34 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001149 | 46.4 | Sqm |
| 35 | 35 | Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001150 | 50 | Sqm |
| 36 | 36 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001151 | 50 | Sqm |
| 37 | 37 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Cold twisted bars | BI01010001010000000000000515BI0100001152 | 2000 | Kg |
| 38 | 38 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001153 | 8 | Cum |
| 39 | 39 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001154 | 6.53 | Cum |
| 40 | 40 | 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). | BI01010001010000000000000515BI0100001155 | 13.25 | Mtr |
| 41 | 41 | 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 steel windows by welding | BI01010001010000000000000515BI0100001156 | 50 | Kg |
| 42 | 42 | 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 crews and applying a priming coat of approved steel primer. Fixing 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) | BI01010001010000000000000515BI0100001157 | 100 | Kg |
| 43 | 43 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick | BI01010001010000000000000515BI0100001158 | 2 | Sqm |
| 44 | 44 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001159 | 80.6 | Sqm |
| 45 | 45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer | BI01010001010000000000000515BI0100001160 | 80.6 | Sqm |
| 46 | 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | BI01010001010000000000000515BI0100001161 | 6.53 | Sqm |
| 47 | 47 | 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: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | BI01010001010000000000000515BI0100001162 | 2.1 | Sqm |
| 48 | 48 | Providing and fixing aluminium sliding door bolts, ISI marked anodised\nanodic coating not less than grade AC 10 as per IS : 1868), transparent or\ndyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm | BI01010001010000000000000515BI0100001163 | 1 | Each |
| 49 | 49 | Providing and fixing aluminium handles, ISI marked, anodised (anodic\ncoating not less than grade AC 10 as per IS : 1868) transparent or dyed to\nrequired colour or shade, with necessary screws etc. complete :125 mm | BI01010001010000000000000515BI0100001164 | 2 | Each |
| 50 | 50 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 80 mm dia nominal bore | BI01010001010000000000000515BI0100001165 | 80 | mtr |
| 51 | 51 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 40 mm dia nominal bore | BI01010001010000000000000515BI0100001166 | 65 | mtr |
| 52 | 52 | Providing and laying in position ready mixed M-25 grade concrete for\nreinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | BI01010001010000000000000515BI0100001176 | 15 | Cum |
| 53 | 53 | Providing and laying in position ready mixed M-25 grade concrete for\nreinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level | BI01010001010000000000000515BI0100001177 | 20 | Cum |
| 54 | 54 | Add Cost Index 4.76% on DSR 2014 | BI01010001010000000000000515BI0100001181 | 5.51551e+06 | percentage |
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