New Okhla Industrial Development Authority-NOIDA has published Development Of Sector-135 ( Construction Of Rcc Drain Form Genesis Rotary Sector-132 To Punchsheel Underpass And Main . Of Drain With Brick Work Form Punchsheel Underpass To Irrigation Drain Sector-135 Along Expressway ) Noida. Submission Date for this Tender is 02-03-2021. Highway Construction Tenders in NOIDA Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: D/o Sector-135 (C/o RCC Drain form Genesis rotary Sector-132 to Punchsheel Underpass & M/o Drain with brick work form Punchsheel Underpass to Irrigation drain Sector-135 along Expressway) Noida | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as dircted by engineer in charge.\nThe contractor has to detect diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge .All kinds of soil. | 19233 | cum | |
| 2 | 2 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. \nThe contractor has to detect diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge All kinds of soil. | 1356 | cum | |
| 3 | 3 | Extra for every additional lift of 1.5 m or part thereof in excvation /banking excavated or stacked matarials. All Kind of soil . | 7367 | cum | |
| 4 | 4 | Demolishing brick work 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 | 4537 | cum | |
| 5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20 | 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:1:4:8 (1 Cement : 4 coarse sand (Zone-III) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources). | 1560 | cum | |
| 7 | 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and 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.\n (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable / recoverable separately).\nAll work up to Plinth level. | 7290 | cum | |
| 8 | 8 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Up to Plinth Level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 570931 | Kg | |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. | 1143 | sqm | |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 20848 | sqm | |
| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. | 33 | sqm | |
| 12 | 12 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 33 | sqm | |
| 13 | 13 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Dumb bell with central bulb (180mm wide, 8mm thick). | 1718 | metre | |
| 14 | 14 | Brick work with common brunt clay F.P.S. ( non modular ) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand) (Excluding Bricks ) | 908 | cum | |
| 15 | 15 | Brick work with common brunt clay F.P.S. ( non modular ) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand) | 2508 | cum | |
| 16 | 16 | 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) Drived from Natural Sources: 4 graded stone aggregate 20 mm nominal size) Drived from Natural Sources | 103 | cum | |
| 17 | 17 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar | 454000 | 1000 nos | |
| 18 | 18 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 1221 | metre | |
| 19 | 19 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | 489 | metre | |
| 20 | 20 | 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).Light shade using white cement. | 3148 | sqm | |
| 21 | 21 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.110 mm diameter | 428 | metre | |
| 22 | 22 | Laying brick ballast under tils work 75mm bed by dry brick ballast 40mm | 3149 | sqm | |
| 23 | 23 | 12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand) | 27636 | sqm | |
| 24 | 24 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) | 1000 | sqm | |
| 25 | 25 | Neat cement punning | 7655 | sqm | |
| 26 | 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 1095 | sqm | |
| 27 | 27 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 318 | sqm | |
| 28 | 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 1000 | sqm | |
| 29 | 29 | Dewatering by deisel pump (7.5HP) i/e pol labour etc wiyh all arrangements. | 6480 | Hrs. | |
| 30 | 30 | Providing and Refiling of Jamuna Sand in empty(cement bag Including stitiching, T&P and proper stacking at same spot of site ( carriage of bags to proper place shell be paid extra ) including cost of jamuna sand and empty bags ,labour,stitching charges etc. | 9200 | Bag | |
| 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 up to 1.5 m. \n | 7049 | cum | |
| 32 | 32 | Carriage of Matarials by Mechanical transport including loading uploading and stacking :Manure or Sludge lead upto 7.50 Km. | 4857 | cum | |
| 33 | 33 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 8835 | cum |
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