New Okhla Industrial Development Authority-NOIDA has published Tender For Development And Maintenance Of Village (Construction Of Road And Drain Of 5 Percent Abadi Plot And Providing And Fixing Of Direction Board In Village Hazaratpur Wazidpur), Noida.. Submission Date for this Tender is 21-12-2023. Road Work Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.) The Contractor has detect different utilities like sewer line, Water Supply Line, Electric Cable, Telephone Cable, Gas Pipe Line(using Utility Detecting MAchine Before Start of Excavation and Shall start Excavation only after getting Permission ofEngineer-in-Charge. |
| 2 | 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. |
| 3 | Construction of embankment with material obtained from Borrowpits. Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required stope and compacting to meet requirement of table 300.2 |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & Cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc.required for proper completion of work |
| 5 | Cement concrete with 4 cm gaug approved stone ballast, course sand & cement in proportion of 4:2:1 including supply of all materials labour tools and plant etc. required for proper completion of work Same as above item No. 279 but with 2cm gaug stone grigt insted of 4 cm gauge stone ballast. |
| 6 | Brick Work with common burnt clay F.P.S.(non modular) Bricks of class designation 10.00 foundation and plinth in cement mortar 1:6 (1 Cement 6 Coarse sand ) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc, up to floor five level, excluding the cost of centering. shuttering and finishing:1:2:4(1Cement: 2 coarse sand (zone-II):4 graded stone aggregate 20 mm nominal size) |
| 8 | 12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand) |
| 9 | Neat Cement punning |
| 10 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing (9.14 G,case-II) |
| 11 | Plain/ Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. C-RCC Grade M25 using batching plant transit mixer & Concrete pump (9.15 C) |
| 12 | 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. |
| 13 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (4.1) 400-1) B By Mix in Place Method |
| 14 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine |
| 15 | P/F plain-non asbestos cement sheet strip in joints payment/terrazo flooring 100mm wide & 6mm thick. |
| 16 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 17 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be providedseparately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage |
| 18 | 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 |
| 19 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
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