Tender For Name Of Work:- Augmentation Of Water Supply In Sidhra , Ragoora And Gujjar Basti Area Of Ward No. 71 Sidhra Under Sasci 2026-27 1. Construction Of 50000 Glns Gsr And Sumptank (2 Nos.)2. Construction Of Pump Room Building.3. Construction Of
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Project Description
Tender for Name Of Work:- Augmentation Of Water Supply In Sidhra , Ragoora And Gujjar Basti Area Of Ward No. 71 Sidhra Under Sasci 2026-27 1. Construction Of 50000 Glns Gsr And Sumptank (2 Nos.)2. Construction Of Pump Room Building.3. Construction Of Boundary Wall At Two Spots.4. Providing And Laying Of 150Mm D.I Pipe As Rising Main.5. Providing And Laying Of Distt. System.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1cement:3coarse sand:6graded stone aggregate 40mm nominal size) |
| 5 | Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete |
| 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 inrecommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works upto plinth level |
| 7 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstrutsupto floor five level including curing but excluding cost of centering shuttering,finishingandreinforcement 1:1½:3(1cement:1½coarsesand:3graded stoneaggregate20mmnominalsize) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3(1cement:1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 9 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3(1cement: 1½ coarses and: 3 graded stone aggregate 20 mm nominal size) |
| 10 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 150 mm dia. nominal bore(Medium) |
| 11 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore(Light) |
| 12 | Providing and fixing G.I.pipes complete with G.I.fittings excluding trenches and refilling: 100mmdia.nominal bore (Medium) |
| 13 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 63 mm dia |
| 14 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 50mm dia |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore(Light) |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore(Medium) |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore(Light) |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 19 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 20 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore and above |
| 21 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1:6 |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 23 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 24 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 25 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in: Cement mortar1:4 (1cement:4coarsesand) |
| 26 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 27 | FinishingwallswithwaterproofingcementpaintofrequiredshadeonNewwork([email protected]/10sqm) |
| 28 | Centering and shuttering including strutting, proppingetc. And removal of form for: Weather shades, chajjas, corbels etc.including edges. |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 30 | Extra for shuttering in circular works (20%) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 32 | Centeringandshutteringincludingstrutting,proppingetc.andremovalofformfor: Lintel,beams,plinth beams,girders,bressumersandcantilevers. |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 34 | Extra for shuttering in circular works (20%) |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 37 | Centering and shuttering including strutting, proppingetc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges ofslabs andbreaksinfloorsandwalls |
| 39 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 40 | 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. |
| 41 | Supply and incorporating of GP sheet 1.25mm thick at construction joint during concrete work |
| 42 | Supply of GI Bends 100mm dia with MS Plate incl. cutting, welding and fixing in position complete |
| 43 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mmdeepchase |
| 44 | Providingandfixingstripsinjointsofterrazzo/cementconcretefloors 40mmwideand4mmthick |
| 45 | Providing and fixing G.I.pipes complete with G.I.fittings and clamps, including cutting and making good the walls etc.: 100mmdia.nominal bore (for wash out and delivery pipe) (Medium) |
| 46 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 47 | Cement plaster1:3 (1cement:3coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 48 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1cement:4coarsesand) |
| 49 | Extra for plasteringon circular worknotexceeding6minradius: Inonecoat |
| 50 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4(1cement:4finesand) |
| 51 | Dumping stone incl. supply excluding cost of stones. In Horizontal on level |
| 52 | Providing and fixing gun metal gate valve of approved quality (screwedend) 100mm dia |
| 53 | Providing and fixing gun metal gate valve of approved quality (screwedend) 80mm dia |
| 54 | Providing and fixing gun metal gate valve of approved quality (screwedend) 65mm dia |
| 55 | Providing and fixing gate valve of approved quality (screwedend) 50mm dia |
| 56 | Providing and fixing gun gate valve of approved quality (screwedend) 40mm dia |
| 57 | Providing and fixing gun metal non return valve of approved quality complete with bolts, nuts, rubber insertion etc. 150mm dia |
| 58 | Providing and fixing gun metal non return valve of approved quality complete with bolts, nuts, rubber insertion etc 100mm dia |
| 59 | Providing and fixing gun metal non return valve of approved quality complete with bolts, nuts, rubber insertion etc 80mm dia |
| 60 | Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. 100mm dia |
| 61 | Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. 80mm dia |
| 62 | Dismantling manually/mechanically incl. Stacking 0f serviceable material and disposal of unseviceable material within 50 mtr.i) Bituminous portion (Pacca road) |
| 63 | II) WBM Raod (Kaccha road) |
| 64 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 65 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 66 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, al lnecessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 68 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidatedandplasteredwith25 mm thick mud mortarmixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofingcompoundbyweightofcement andfinishingneat |
| 69 | Painting roof top with bitumen of approved quality at 17 kg / 10 sqm imprefnated with a coat of coarse sand at 60 cm/10 sqm incl. Cleaning the slab surface with brushes . |
| 70 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconformingtoIS:5382leaving10mmgapforthermalexpansion |
| 71 | Applying priming coat : With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 72 | 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 approvedsteelprimerallcomplete |
| 73 | Making plinth protection 50mm thic kof cement concrete 1:3:6 (1 cement: 3coarses and: 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fines and including finishing the top smooth and curing complete |
| 74 | Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 75 | Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT |
| 76 | Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT |
| 77 | Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT |
| 78 | Carriage of stone from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT |
| 79 | Supply and Carriage of stone boulder from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT |
| 80 | Carriage of Bricks from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 30 km by MT |
| 81 | Carriage of Tiles from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT Please Enable Macros to View BoQ information |
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