Tender For Civil Work - Nit No . 489/2020-21 Dt . 15 . 02 . 2021Of The Engineer-In-Chief , Pr , Pmgsy , Vijayawada Package No . Ap06piiichepl 01 T02 - Cherukupalli-Tenali Rnb Road To Govada Temple Via Yeminenivaripalem , Arumbaka , Kavuru In Cheru
Tender Value
2.74 Crore
Estimated cost
Bid Submission
22 Mar 2021
0 days left
EMD
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Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Govada → Andhra Pradesh
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Not Available
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Not Available
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Project Description
Tender For Civil Work - Nit No . 489 / 2020-21 Dt . 15 . 02 . 2021Of The Engineer-In-Chief , Pr , Pmgsy , Vijayawada Package No . Ap06piiichepl 01 T02 - Cherukupalli-Tenali Rnb Road To Govada Temple Via Yeminenivaripalem , Arumbaka , Kavuru In Cherukupalli Mandal Est . Cost . Rs . 349 . 00 Lakhs . And Mtc Cost Rs . 20 . 94 Lakhs .
BOQ
| Name of Work: Package No.AP06PIIICHEPL 01 - T02 - Cherukupalli-Tenali RnB road to Govada Temple via Yeminenivaripalem, Arumbaka, Kavuru in Cherukupalli Mandal | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Portion | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc., complete. | BI01010001010000000000000515BI0100001113 | 9909 | Sqm |
| 3 | 1.02 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001114 | 4500 | Cum |
| 4 | 1.03 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001115 | 10500 | Cum |
| 5 | 1.04 | Construction of Drianage Layer with 2.36 mm below HBG metal (stone dust)respectively and spreading in Uniform layers with tractor grader on preparewd surface and Compacted to OMC with Vibratary roller of 80 to 100 Kn Capacity to achive desired density ,Complete as per IRC technical specification clause 303 MORT&H by using machinery including all over heads abd Contractors Profit ,but excluding GST and seigniorage charges etc Complete for finished item of work | BI01010001010000000000000515BI0100001116 | 935.26 | Cum |
| 6 | 1.05 | Cost and supply of Intergraded multi functioning woven Geo textile with high modules Geo Synthetics Geo Textile with Technical specification of Tensile modules at 2 % strain (MD) 700 KN/mt ,Tensile modulus at 2 % stain (CD)800KN/mt elongation @ break(MD) 12 % as per ISO 10319 , Elongation @ break (CD) 10 % as per ISO 10319 , CBR puncture strength 6 KN as per ISO 12236 ,Seam Strength (MD) 30 KN/mt as per ISO 10321 , seam strength (CD) 22.50 KN/mt as per ISO 10321 core size Q90 0.30 min as per ISO 12956 ,water permeability Q 50 2000 lt/m2per min. as per ISO 11058 , UV resistance ( @ 500 hrs) 90 % retained strength as per ASTM D4355 . Fixing the same with suitable plastic nails 1.00/0.50 mts in Zig Zag manner or Cotton ribbon @ 3 mts C/C to the entire width of HMG material to fix firmly to the already laid stone dust/ Scarified GSB materials including nailing to fix High modular Geo synthetic ,Including Cost and Conveyance of all materials to the site of work and excluding GST @ 18 % and labour charges etc complete and the testing of High modular Geo synthetics shall be tested under the discretion of the Engineer at an Accredited independent Geo synthetic Testing Laboratory and the technical values tested must be within the variance in case Mechanical properties tolerance range 10 % average value confidence of level 95 % , and Hydraulic properties variation range – 30 % of average value confidence level 95 % . | BI01010001010000000000000515BI0100001117 | 12470.1 | Sqm |
| 7 | 1.06 | Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001118 | 2245.71 | Cum |
| 8 | 1.07 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001119 | 880.8 | Cum |
| 9 | 1.08 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | BI01010001010000000000000515BI0100001120 | 1980.32 | Cum |
| 10 | 1.09 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat | BI01010001010000000000000515BI0100001121 | 10400.9 | Sqm |
| 11 | 1.1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat | BI01010001010000000000000515BI0100001122 | 10400.9 | Sqm |
| 12 | 1.11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.9) either using viscous grade bitumen VG30 grade at the rate of 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40TPH, laying and rolling with a three wheel 0-100 kN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C including cost and conveyance of all materials from approved sources, , labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 506 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | BI01010001010000000000000515BI0100001123 | 10400.9 | Sqm |
| 13 | 1.12 | Providing and laying bituminous premixed Seal coat (Type B) comprising of a thin application of fine aggregate premixed with bituminous binder; Crushed sand defined as passing through 2.36 mm sieve and retained on 180 micron seive applied @ 0.06 cum per 10 sqm.to be laid simultaneously along with the bitumunous course using 6.80 kgs of bitumen VG30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD Using Hot mix plant including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. (by Mechanical means) | BI01010001010000000000000515BI0100001122 | 10400.9 | Sqm |
| 14 | 1.13 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing. | BI01010001010000000000000515BI0100001123 | 1002.28 | Cum |
| 15 | 2 | Construction of 2.5m span RCC slab culvert at 2/775, 6/238Km - 2 Nos | BI01010001010000000000000515BI0100001124 | ||
| 16 | 2.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations | BI01010001010000000000000515BI0100001125 | 202.56 | Cum |
| 17 | 2.02 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course | BI01010001010000000000000515BI0100001126 | 26.67 | Cum |
| 18 | 2.03 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | BI01010001010000000000000515BI0100001127 | 129.36 | Cum |
| 19 | 2.04 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | BI01010001010000000000000515BI0100001128 | 83.81 | Cum |
| 20 | 2.05 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) | BI01010001010000000000000515BI0100001129 | 4.5 | Cum |
| 21 | 2.06 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab) | BI01010001010000000000000515BI0100001126 | 18.6 | Cum |
| 22 | 2.07 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures | BI01010001010000000000000515BI0100001127 | 1 | MT |
| 23 | 2.08 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures | BI01010001010000000000000515BI0100001128 | 3 | MT |
| 24 | 2.09 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001129 | 148.5 | Cum |
| 25 | 3 | Construction of 1.0m span RCC slab culvert at 1/817, 2/292 & 7/112KM - 3 Nos | BI01010001010000000000000515BI0100001124 | ||
| 26 | 3.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations | BI01010001010000000000000515BI0100001125 | 142.56 | Cum |
| 27 | 3.02 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course | BI01010001010000000000000515BI0100001126 | 23.76 | Cum |
| 28 | 3.03 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | BI01010001010000000000000515BI0100001127 | 16.2 | Cum |
| 29 | 3.04 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | BI01010001010000000000000515BI0100001128 | 67.02 | Cum |
| 30 | 3.05 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) | BI01010001010000000000000515BI0100001129 | 5.4 | Cum |
| 31 | 3.06 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab) | BI01010001010000000000000515BI0100001126 | 11.34 | Cum |
| 32 | 3.07 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures | BI01010001010000000000000515BI0100001127 | 1.5 | MT |
| 33 | 3.08 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures | BI01010001010000000000000515BI0100001128 | 3 | MT |
| 34 | 3.09 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | BI01010001010000000000000515BI0100001129 | 222.75 | Cum |
| 35 | 4 | Road Furniture | BI01010001010000000000000515BI0100001124 | ||
| 36 | 4.01 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete f (precast) for 5th KM Stone | BI01010001010000000000000515BI0100001125 | 1 | No |
| 37 | 4.02 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete f (precast) for Ordinary KM Stone | BI01010001010000000000000515BI0100001126 | 5 | No |
| 38 | 4.03 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete f (precast) for 200M Stone | BI01010001010000000000000515BI0100001127 | 20 | No |
| 39 | 4.04 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing with Reretro reflective sheeting including lettering and signs as applicable background with epoxy paint . Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | BI01010001010000000000000515BI0100001128 | 2 | No. |
| 40 | 4.05 | Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MORD fixed over aluiminium sheeting,2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75x75x6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm,600 mm below groubd level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. | BI01010001010000000000000515BI0100001129 | 12 | No |
| 41 | 4.06 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. 600 mm Equilateral triangle | BI01010001010000000000000515BI0100001126 | 20 | No |
| 42 | 4.07 | Providing and fixing of Citizen information board as per MoRD specifications and drawings with Reretro reflective sheeting including lettering and signs as applicable background with epoxy paint. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm 3.65 mm thick (B class) steel tube frame of height 3.05m as per the drawing and painted colour, lettering, colour, band, diagrams, specifications. the 75mm dia steel tubes welded with 50 x 50x 6mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600x600x750 mm, 600mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit, Overheads & Contractors Profit but excluding GST etc., complete | BI01010001010000000000000515BI0100001127 | 2 | No |
| 43 | 4.08 | Providing & fixing of typical PMGSY informatory sign board with LOGO (at every 2 km) as per MORD secifications and drawing with Reretro reflective sheeting including lettering and signs as applicable background with epoxy paint. Three Alluminium Composite Material , top and Bottom plate duly Revited with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 1 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate and Bottom Plate will be made with 25mmX25mmX5mm MS Angles and welded MS tube tube. All MS painted Epoxy on Both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | BI01010001010000000000000515BI0100001128 | 2 | No |
| 44 | 4.09 | Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm on a frame made up of 25X25X6mm thick MS angles and 25x 5mm MS Flats and welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete. | BI01010001010000000000000515BI0100001129 | 2 | No |
| 45 | 4.1 | Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997 | BI01010001010000000000000515BI0100001126 | 100 | Sqm |
| 46 | 4.11 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, Overheads & Contractors Profit but excluding GST etc, complete | BI01010001010000000000000515BI0100001127 | 200 | No |
| 47 | 4.12 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. | BI01010001010000000000000515BI0100001128 | 20 | No |
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Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedMar 22, 2021
17:00 IST
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Online submission via eProcurement portal.
CompletedMar 25, 2021
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Technical bids will be opened and evaluated.
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