Irrigation And Flood Control Department-IFCD has published Construction Of 3 Nos Two Lane Rcc Bridge At Solanki Pul ( Rd 3550M ) , 25 Foota Pul ( Rd 3035M ) And E-Block Jeevan Construction Of 3 Nos Two Lane Rcc Bridge At Solanki Pul ( Rd 3550M ) , 25 Foota Pul ( Rd 3035M ) And E-Block JeevanPark Oppos. Submission Date for this Tender is 02-08-2021. Highway Construction Tenders in Jeevan park, Janakpuri Delhi. Bidders can get complete Tender details and download the document.
| Name of Work:- Construction of 3 Nos Two Lane RCC Bridge at Solanki Pul (RD 3550m), 25 Foota Pul (RD 3035m) and E-Block Jeevan Park opposite (A1 Block Janakpuri) (RD 2200m) across Pankha road drain. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of coffer dam made of earth and protected with earth filled gunny bags/HDPE bags placed on either side slope of coffer dam of suitable dimension as per requirement at site of work to whist and the pressure of standing/flowing water of the drain in order to keep the working area free from incoming water/water coming through any broken water mains and subsequent removal upon completion of work upto DBL of the drain to the satisfaction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 348 | Mtr |
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, with all lead and lift , disposed earth to be levelled and neatly dressed. All kinds of soil. | 4607 | Cum | |
| 3 | 3 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 ofspecified diameter and length below the pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads(Length of pile for payment shall be measured upto bottom of pile cap).1000 mm dia piles | 992 | Mtr | |
| 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 : 1:3:6 (1 Cement : 3 coarse sand Zone-III : 6 graded stone aggregate 20 mm nominal size) | 29 | Cum | |
| 5 | 5 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including 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 Engineer-in-charge. M-35 grade reinforced cement concrete by using 428kg of cement per cum of concrete BMC/RMC. All work up to floor V level. | 1157 | Cum | |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate 20 mm nominal size). | 73 | Cum | |
| 7 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | 230047 | Kg | |
| 8 | 8.01 | Centering and shuttering including strutting, propping etc. and removal of form for:- (a) Foundations, footings, bases of columns etc. for mass concrete. | 324 | Sqm | |
| 9 | 8.02 | Walls (any thickness) including attached pilasters, buttresses plinth and string courses etc. | 442 | Sqm | |
| 10 | 8.03 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 475 | Sqm | |
| 11 | 8.04 | Lintels, beams. Plinth beams, girders, bressumers and centilevers | 92 | Sqm | |
| 12 | 8.05 | Suspended floors, roofs, landings, balconies and access platform. | 447 | Sqm | |
| 13 | 9 | Providing and fixing expansion joints as per drawing. | 48 | Mtr | |
| 14 | 10 | Providing and fixing 100mm dia G.I drainage spouts complete as per drawing. | 18 | Each | |
| 15 | 11 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 3500 | Kg | |
| 16 | 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 81 | Sqm | |
| 17 | 13 | Finishing wall with water proofing cement paint of required shade. New work (two or more coats applied @ 3.84 kg/10 sqm | 888 | Sqm | |
| 18 | 14 | 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) | 146 | Cum | |
| 19 | 15 | Masonry work with C&D recycled product concrete block size 400mmx200mmx100mm in foundation Plinth with cement Mortar 1:4( 1 cement : 4 Course sand) (Carriage including) | 43 | Cum | |
| 20 | 16 | Masonry work with C&D recycled product concrete block size 400mmx200mmx100mm in foundation Plinth with cement Mortar 1:4( 1 cement : 4 Course sand) (Carriage including) | 76 | Cum | |
| 21 | 17 | Providing and fixing 150mm dia 10 kg pressure PVC pipes in foot paths. | 303 | Mtr | |
| 22 | 18 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | 48 | Per Test | |
| 23 | 19 | Vertical load Testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismentalling of test cap after test etc. complete as per specifications as per direction of Engineer-in-charge. Routine test single pile above 100 -150 tonne capacity. | 18 | Each | |
| 24 | 20 | Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen , 1 kg. of cement and 0.25 cubic metre of coarse sand for depth per expansion joints. | 0.12 | Cum | |
| 25 | 21 | Providing and applying two coats, for anti corrosive treatment of reinforcement bars of Corrosion Inhibitor Solution of approved quality and manufacture (Manufacturer having valid license from CECRI (Pattern No. 109784/67), Kodaikanal, Tamilnadu) including making slurry of cement by adding inhibitor solution to Ordinary Portland Cement in the ratio of 0.6:1 (i.e. 600 cc of Inhibitor: 1 kg. of cement) or as specified by the manufacturer, applying first coat of slurry uniformly on surface of reinforcement steel bars by brushing or dipping in shaded area and removing rust and iron oxide remnants etc. from the bars using iron brush before applying the slurry and drying the coated bars on drying platform for 12-24 hours before cutting and bending and then applying second coat in the ratio of 0.45 : 1 (i.e. 450cc of Inhibitor : 1 kg of cement and drying in the same manner before placing in position. | 230047 | Kg | |
| 26 | 22 | Providing and fixing elastomer neoprene bearing of approved brand and manufacture as per drawing design and as per instructions of Engineer-in-charge. | 158400 | Cu. Cm | |
| 27 | 23 | Providing and fixing weep hole of 100mm dia with PVC heavy duty pipe as per the direction of Engineer-in-charge. | 36 | Mtr | |
| 28 | 24 | 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 upto 50 m and lift upto 1.5 m | 3225 | Cum | |
| 29 | 25 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1500 | Kg | |
| 30 | 26 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3(1 cement: 3 coarse sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 5 | Cum | |
| 31 | 27 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade using pigment ordinary cement. | 136 | Cum | |
| 32 | 28 | Providing and laying 225mm thick filter consisting of 75mm thick stone aggregate 40mm nominal size, 75mm thick stone aggregate 20mm nominal size and 75mm thick moorum including supplying of required materials and consolidation etc. complete. | 383 | Sqm | |
| 33 | 29 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 56 | Cum | |
| 34 | 30 | Providing and laying pressed cement concrete tile lining (factory made M-25) 300x300x50 mm size laid on 15 mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) and filling the joints with same mortar on flat dry flat brick pitching including preparing the surface complete | 383 | Sqm | |
| 35 | 31 | Providing and fixing IRC fabric mesh 50X50mm having weight not less than 5.90 kg per welded in frame made of MS Anhle and welded to fencing frame or window frames including welding minimum 100mm per Sqm of mesh including making necessry requirement as per direction of engineer in charge. | 81 | Sqm | |
| 36 | 32 | Supply and installation of Acid resistantely floating trash barrier fixed with M.S pipe 3" dia embeded in 1:2:4 as per manufacturer specifications and drawing complete in all respect for collecting trash in flowing waters at various locations as per directions of engineer-in-charge. The barrier shall be anchored and secured to the sides of the drain as per manufactirers specifications and direction of engineer-in-charge. | 33 | Mtr |
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