Public Health And Engineering Department has published Reorganisation Of ( T . S . S . ) Navagaon Tehsil Garhi District Banswara On Spr Basis With One Year Defect Liability Period. Submission Date for this Tender is 03-11-2020. Civil Work Tenders in NAVAGAON BLOCK GARHI BANSWARA Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: REORGANISATION OF (T.S.S.) NAVAGAON TEHSIL GARHI DISTRICT BANSWARA ON SPR BASIS WITH ONE YEAR DEFECT LIABILITY PERIOD. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | For open Well | 1 | ||
| 2 | 2 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 0 - 3.0 M below GL | 2 | 58.875 | Cum |
| 3 | 3 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available.Ordinary rock (3-5 M below GL) | 3 | 39.25 | Cum |
| 4 | 4 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. Hard rock (Requiring blasting) useful material 30%\n5 - 20 M below GL | 4 | 188.4 | Cum |
| 5 | 5 | Add extra over item for every additional lift of 1.5m or part thereof in all kinds of soils from :\n1.5m to 3.0m fromGL | 5 | 29.4375 | Cum |
| 6 | 5.01 | Add extra over item for every additional lift of 1.5m or part thereof in Ordinary rock and hard rock. \n3.0 m to 4.5 m fromGL | 5.01 | 29.4375 | Cum |
| 7 | 5.02 | From 4.5 to 6.0m from GL | 5.02 | 22.3725 | Cum |
| 8 | 5.03 | From 6.0m to 7.5m from GL | 5.03 | 18.84 | Cum |
| 9 | 5.04 | From 7.5 to 9.0m from GL | 5.04 | 18.84 | Cum |
| 10 | 5.05 | From 9.0m to 10.5m from GL | 5.05 | 18.84 | Cum |
| 11 | 5.06 | From 10.5 to 12.0m from GL | 5.06 | 18.84 | Cum |
| 12 | 5.07 | From 12.0m to 13.5m from GL | 5.07 | 18.84 | Cum |
| 13 | 5.08 | From 13.5 to 15.0m from GL | 5.08 | 18.84 | Cum |
| 14 | 5.09 | From 15.0 to 16.5m from GL | 5.09 | 18.84 | Cum |
| 15 | 5.1 | From 16.5 to 18.0 m from GL | 5.1 | 18.84 | Cum |
| 16 | 5.11 | From 18.0 to 19.5 m from GL | 5.11 | 18.84 | Cum |
| 17 | 5.12 | From 19.5 to 20.0 m from GL | 5.12 | 6.28 | Cum |
| 18 | 6 | Add Extra for quantities of work executed in or under water (@20% pmtr Depth) | 6 | ||
| 19 | 6.01 | 7.00 - 8.00 M Below GL\n0.00 - 1.00 Below Water Table | 6.01 | 12.56 | Cum |
| 20 | 6.02 | 8.00 - 9.00 M Below GL\n1.00 - 2.00 Below Water Table | 6.02 | 12.56 | Cum |
| 21 | 6.03 | 9.00 - 10.00 M Below GL\n2.00 - 3.00 Below Water Table | 6.03 | 12.56 | Cum |
| 22 | 6.04 | 10.00 - 11.00 M Below GL\n3.00 - 4.00 Below Water Table | 6.04 | 12.56 | Cum |
| 23 | 6.05 | 11.00 - 12.00 M Below GL\n4.00 - 5.00 Below Water Table | 6.05 | 12.56 | Cum |
| 24 | 6.06 | 12.00 - 13.00 M Below GL\n5.00 - 6.00 Below Water Table | 6.06 | 12.56 | Cum |
| 25 | 6.07 | 13.00 - 14.00 M Below GL\n6.00 - 7.00 Below Water Table | 6.07 | 12.56 | Cum |
| 26 | 6.08 | 14.00 - 15.00 M Below GL\n7.00 - 8.00 Below Water Table | 6.08 | 12.56 | Cum |
| 27 | 6.09 | 15.00 - 16.00 M Below GL\n8.00 - 9.00 Below Water Table | 6.09 | 12.56 | Cum |
| 28 | 6.1 | 16.00 - 17.00 M Below GL\n9.00 - 10.00 Below Water Table | 6.1 | 12.56 | Cum |
| 29 | 6.11 | 17.00 - 18.00 M Below GL\n10.00 - 11.00 Below Water Table | 6.11 | 12.56 | Cum |
| 30 | 6.12 | 18.00 - 19.00 M Below GL\n11.00 - 12.00 Below Water Table | 6.12 | 12.56 | Cum |
| 31 | 6.13 | 19.00 - 20.00 M Below GL\n12.00 - 13.00 Below Water Table | 6.13 | 12.56 | Cum |
| 32 | 7 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for foundations in basement rafts, footing, straps beams, bases of columns etc. upto 4.5 M height above plinth level for super structures. Walls (any thickness) including attached plaster, butteress plinth and string course | 7 | 250 | Sqm |
| 33 | 8 | 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. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : 1:1:2 (1-Cement:1-coarse sand:2-graded stone aggregate 25 mm nominal size). Add extra for for reinforced cement concrete work for construction of wall of open well in circular work | 8 | 30 | Cum |
| 34 | 9 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars IS :1139 cold twisted (IS:1786) bars. | 9 | 1800 | Kg. |
| 35 | 10 | Structural steel work welded in single sections, fixed without connecting plate, including cutting, hoisting , fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. | 10 | 250 | Kg. |
| 36 | 11 | Proving and fixing welded mesh / expanded metal mesh in fram work, flat iron beading 20*3 mm including top cross laps inside and outside welding, iron bolts, screws, clips etc. complete (excluding frame work) of size welded mesh 25*25*16 gauge | 11 | 15 | Sqm |
| 37 | 12 | For Pipe line | 12 | ||
| 38 | 13 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ I.I unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Note:- Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately | 13 | ||
| 39 | 13.01 | 100 mm DI K-7 | 13.01 | 1700 | Mtr |
| 40 | 14 | Providing, lowering, laying, aligning, fixing in position in pipe line,manually operated CI D/F Sluice valves of approved make IS:14846 amended upto date) PN 1.0 class of following dia complete(including jointing and jointing material) including all material, labour,testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Category "A" " Make: (Kirloskar Bros. Ltd., Indian Fouress Engineers Pvt. Ltd.) | 14 | ||
| 41 | 14.01 | 100 mm Dia | 14.01 | 6 | Each |
| 42 | 15 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, 1.4 disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length in6M. | 15 | ||
| 43 | 15.01 | 110 mm HDPE PE-80 PN.10 | 15.01 | 1600 | per m |
| 44 | 16 | Construction of RCC valve chamber for different type of valves\nincluding earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard\nspecifications and drawings and as directed by Engineer.\n 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve | 16 | 6 | Each |
| 45 | 17 | BSR Item No.12.9.1 Demolishing cement concrete including disposal of material within 50 meter lead : | 17 | 242 | Cum |
| 46 | 18 | Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level.\n1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size). | 18 | 120 | Cum |
| 47 | 19 | Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level.\n1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 40 mm nominal size). | 19 | 120 | Cum |
| 48 | 20 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter for pipe line work. | 20 | ||
| 49 | 20.01 | A. All kinds of soil | 20.01 | 1155 | Cum |
| 50 | 20.02 | B. Ordinary rock | 20.02 | 643.5 | Cum |
| 51 | 20.03 | C. Hard rock ( blasting prohibitaed ) useful material 30 % | 20.03 | 594 | Cum |
| 52 | 20.04 | D. Recovery of useful material | 20.04 | 178.3 | Cum |
| 53 | 21 | For Motor Pump Set | 21 | ||
| 54 | 21.01 | Supply & Installation of 3 phase ISi marked submersible motor pump set of five star rating by BEE and as per JS: 8034-2011 (pump) and IS 9283-2013 (motor) or amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect | 21.01 | ||
| 55 | 21.02 | OW 7.5 KW,Head Up to 120 mtr. | 21.02 | 30 | KW |
| 56 | 21.03 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg's length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel\nhaving height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440\nVolt AC Supply. above 10 HP and Up to15 HP | 21.03 | 2 | Each |
| 57 | 21.04 | Supply & Fixing of ISi marked three core PVC flat submersible cable as per IS 694: 1990 or amended up to date and conductor as per class 5 of IS 8 130: 1980 includ ing making connection etc. 3 Core 6.0 Sqmm | 21.04 | 200 | mtr |
| 58 | 21.05 | Providing & Lowering in tubewell ISl marked GI Pipe "B" class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect 65 mm | 21.05 | 60 | mtr |
| 59 | 21.06 | Un- lowering of existing burnt pump set (pump and motor) with GI assembly pipes with care and lowering of new submersible pump set (Issued by the department) with all pipes up to required depth by tightening of sockets/ flanges of assembly pipes with safely (No damage of cable) including MS Nut bolts full thread of required size and rubber washer, if required for lowering for a tube well/ open well complete (labour charge only) including transportation of tripod, Chain pulley block/ Lowering- unlowering machine and other materials required and carting of new pump up to site and burnt pump set/ pipes up to Junior Engineer's store concerned complete in all respect | 21.06 | 2 | each |
| 60 | 22 | For repairing GLSR | 22 | ||
| 61 | 22.01 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size). | 22.01 | 25 | cum |
| 62 | 22.02 | Plaster on new surface on walls in CSM 1:3 inclg. racking of joints etc. complete fine finished.\n20 mm thick. | 22.02 | 200 | sqm |
| 63 | 22.03 | Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | 22.03 | 200 | Kg. |
| 64 | 22.04 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars IS :1139 cold twisted (IS:1786) bars. | 22.04 | 140 | Kg. |
| 65 | 23 | For SBR room | 23 | ||
| 66 | 23.01 | E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m. All kinds of soil | 23.01 | 9.72 | cum |
| 67 | 23.02 | Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level.\n1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size). | 23.02 | 2.48 | cum |
| 68 | 23.03 | Random rubble stone masonry for foundation & plinth in C.S.M 1:6 for above 30 cm thick walls | 23.03 | 7.73 | cum |
| 69 | 23.04 | Providing & laying D.P.C. with cement concrete grade M-150(1:2:4) mortar prepared with 15 solution of water proof compound, complete as per specifications without glass strips.\n 75 mm thick | 23.04 | 7.05 | sqm |
| 70 | 23.05 | Random rubble stone masonry for superstructure in C.S.M 1:6 for 30 cm or less thick walls. | 23.05 | 7.07 | cum |
| 71 | 23.06 | Half brick masonry in superstructure using bricks of designation 75 in CSM 1:4 | 23.06 | 3.78 | sqm |
| 72 | 23.07 | Brick work in partition in superstructure 7 cm thick( Brick on edges) using bricks of class designation 75 in CM 1:4 | 23.07 | 1.08 | sqm |
| 73 | 23.08 | Supplying and fixing in walls machine cut & polished stone shelves, tands & sills in CM 1:3 with machine cut edges. Chittor / Nimbahera stone 25 to 30 mm | 23.08 | 0.79 | sqm |
| 74 | 23.09 | Supplying and fixing in walls machine cut & polished stone shelves, tands & sills in CM 1:3 with machine cut edges. Sand or other appd. Stone 50 mm thick | 23.09 | 0.68 | sqm |
| 75 | 23.1 | Centring and shuttering with Ply-wood or steel sheets inclg. strutting, proppiing bothways and removal of form work for superstructure up to 4.5 m height above plinth level for lintel, chajjas, roof, staircase, balcony, bedplate etc. | 23.1 | 5.83 | sqm |
| 76 | 23.11 | P&L C.C. in RCC work for suspended floors, roof, girders, having slope up to 15 degree, landings, balconies, shelves, lintels, bands, plain window sills, beam, staircase etc upto 4.5 m height above plinth M-20 grade mix 1:1.5:3 (1cement :1.5coarsesand :3graded stone agg. 20 mm nom.size) inclg. curing compaction finishing with rendering in CSM 1:3 exclg cost of cent. & shuttering. | 23.11 | 1.08 | cum |
| 77 | 23.12 | P& F steel reinforcement for RCC work inclg. Straightening, cutting, bending, placing in position & binding complete inclg. cost of binding wire all complete up to floor three level.\nHot Rolled Deformed ( IS :1139) cold twisted (IS:1786) bars. | 23.12 | 81 | Kg. |
| 78 | 23.13 | Providing brick kharanja in CM 1:4 in square pattern over roof of ground floor, 55mm to 60 mm thick average. | 23.13 | 4.32 | sqm |
| 79 | 23.14 | Finishing with 25 mm thick cement plaster on roof in CSM 1:4 mix inclg. water proofing compound @ 2 % of cement used with neat cement finishing, curing etc. complete in all respect including making of 300x300mm square. | 23.14 | 4.32 | sqm |
| 80 | 23.15 | Random rubble dry stone kharanja under floor | 23.15 | 0.86 | cum |
| 81 | 23.16 | Polished blue kota stone flooring, skirting, laid over 20 mm thick base of CM 1:4 and jointed with grey cement slurry to match the shade of the slab inclg rubbing and polishing complete, for area of each slab up to 900 sqcm, 30 mm thick slab. | 23.16 | 4.32 | sqm |
| 82 | 23.17 | Polished blue kota stone slabs in steps, walls, pillars having fine machine cut edges laid on 12 mm (avera) thick CM 1:3 and jointed with grey cement slutrry mixed with pigment to match the shade of the slab inclg rubbing and polishing complete 20 mm thick slab area up to 900 sqcm | 23.17 | 1.26 | sqm |
| 83 | 23.18 | Providing & fixing partly panelled double leaf shutters for windows and ventilators as per appd. design and drawings with appd. steel fittings as per annex. "A", and width of styles, bottom & top rails of 75 mm including intermediate rails 50 mm wide, beading of 19mm x 12 mm size on both faces. \nSheesham wood grade I, 30 mm thick Wood grade I panels. | 23.18 | 3.5 | sqm |
| 84 | 23.19 | Supplying & fixing door window chowkhats and other frames inclg. anti termite treatment M.S. flat holdfasts of size 250 x 40 x 3 mm, fixed with M.S. bolt 5 mm dia, 50 mm long duly embedded in C.C. M- 15 grade, Sheesham wood, inferior than grade I | 23.19 | 0.1 | cum |
| 85 | 23.2 | Supplying and fixing fixed wire gauze of 14 mesh x 24 gauge without beading with suitable screws at not exceeding 150mm distance. | 23.2 | 1.26 | sqm |
| 86 | 23.21 | Providing & fixing steel gate, grating & grills made of angles tees, square bars or other flats, black pipe with holdfasts and fittings comp. as per designs and drawings inclg. cutting, welding and fabrication with priming coat of red oxide. | 23.21 | 40 | Kg. |
| 87 | 23.22 | Plaster on new surface on walls in CSM 1:6 inclg. racking of joints etc. complete fine finished.\n 25 mm thick. | 23.22 | 54.46 | sqm |
| 88 | 23.23 | Plaster on new surface on walls in CSM 1:6 inclg. racking of joints etc. complete fine finished.\n 20 mm thick. | 23.23 | 9.72 | sqm |
| 89 | 23.24 | Distempring with oil bound washable distemper of apdd. Brand to give an even shade inc all scaffolding, New Work (two or more coats) over and including scraping and priming coat with distemper primer | 23.24 | 22.68 | sqm |
| 90 | 23.25 | Finishing wall with water proofing cement paint of appd. brand and manufacture and of required shade to give an even shade inclg. all scaffolding. New work ( Three or more coats) | 23.25 | 32.4 | sqm |
| 91 | 23.26 | Applying priming coat with ready mixed pink or grey primer of appd. brand and manufacture on wood work, Hard and Soft wood. | 23.26 | 10.22 | sqm |
| 92 | 23.27 | Painting with enamel paint of appd. brand and manufacture to give an even shade.(Two or more coats on new work) | 23.27 | 13.28 | sqm |
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