New Okhla Industrial Development Authority-NOIDA has published Tender For Construction Of Golf Course And Heliport Approach Road In Sector-151A (C/O 18M Wide Approach Road Of Heliport From Access 45M Wide Road In Between Sector 151A And 156) Noida. Submission Date for this Tender is 27-03-2023. Road Work Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing jungle including up rooting of rank, vegetation grass, push, wood trees and samplings of girth up to 30 cms, measured at a height of 1M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. as per SOR No.-259 (i) |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(3.16) |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (3.18) |
| 4 | 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 |
| 5 | Water Bound Macadam (Grading-II) Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber appliying and brooming requisite type of screening/binding materials to fill upth interstices of coarse aggregate, watering and compacting to the required density. |
| 6 | Water Bound Macadam (Grading-III) Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber appliying and brooming requisite type of screening/binding materials to fill upth interstices of coarse aggregate, watering and compacting to the required density. |
| 7 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as directed by the Engineer-In-Charge. |
| 8 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. |
| 9 | (ii) Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 503 (5.2) |
| 10 | (ii)Tack CoatProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 per kg sqm on the prepared bituminous surface cleaned with mechanical broom |
| 11 | Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 505 (5.4b) |
| 12 | Bituminous Concrete Grading 2 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 507 (5.5B) |
| 13 | Providing and laying of hotapplied thermoplastic compound2.5 mm thick including retroreflective glass bead @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surfece applied glass bead as per IRC 35. The finished surfece to be level. Enform and free from streaks and holes . Rates are inclusive of all taxes royalty etc. all T&P Machine material and labour required for proper completion of work . |
| 14 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styreneAcryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge |
| 15 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 304 (3.13-ib) |
| 16 | Cement concrete with 4 cm gauge approvedstone ballast coarse sand & cement in including supply of all materials labour tools & plantsetc.required for proper comptetion of the work.Same as item no. 279 above but in proportion of1:4:8(1 cement : 4 coarse sand: 8 stone bllast ) (SOR) |
| 17 | Providing and Laying of Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant transit mixer & manual placing (9.14A Cast-II) |
| 18 | M-150 Brick Work in 1:4 Cement & Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work (SOR) |
| 19 | 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) |
| 20 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 using batching plant transit mixer & manual placing (9.14 G,case-II) |
| 21 | Plain/ Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.C-RCC Grade M30 using batching plant transit mixer & Concrete pump (9.15 C) |
| 22 | 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) |
| 23 | 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. |
| 24 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. S.I. No. 662 New |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work-(13.61.1) |
| 26 | Retro-ReflectiveSheeting type-IV with 4 mm thick ACM Double Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67.2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7 The sheeting shall have a pressure-sensitive adhesive of the aggressive- tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation. Installation and incidentals alt complete as per direction of the Engineer-in-Charge |
| 27 | 12 m-15 m Span Over Head Structure with 300 dia M S-two vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0 90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1.3.6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. |
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