Nit No 106 / 2020-21 Dt . 09 . 04 . 2020 And Amdt No 1 Dt . 19 . 05 . 2020 Road From Kannampeta R And B Road To Pamulawaka Of Kotauratla Mandal Via Kotha Upparagudem Suryapuram In Narsipatnam ( M )
Tender Value
1.84 Crore
Estimated cost
Bid Submission
18 Jun 2020
0 days left
EMD
3.70 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Narsipatnam → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Nit No 106 / 2020-21 Dt . 09 . 04 . 2020 And Amdt No 1 Dt . 19 . 05 . 2020 Road From Kannampeta R And B Road To Pamulawaka Of Kotauratla Mandal Via Kotha Upparagudem Suryapuram In Narsipatnam ( M )
BOQ
| Name of Work: Package No.AP19PIII 02- Road from Kannampeta R and B Road to Pamulawaka of Kotauratla mandal Via Kotha Upparagudem Suryapuram in Narsipatnam (M) Est. Cost Rs.286.32Lakhs | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Portion :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. | Jungle clearence | 10260 | Sqm |
| 2 | 2 | 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. | Earth work | 6050 | Cum |
| 3 | 3 | 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. | 3000 | Cum | |
| 4 | 4 | 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. | GSB | 2469.75 | cum |
| 5 | 5 | 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. | Shoulders | 3199.22 | cum |
| 6 | 6 | 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 | 2319.19 | Cum | |
| 7 | 7 | 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 | Prime coat | 15461.2 | sqm |
| 8 | 8 | 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 | Tack coat | 21390 | sqm |
| 9 | 9 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.11 of MORD using viscous grade VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | OGPC | 13767.8 | Sqm |
| 10 | 10 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscous grade VG30 bitumen with 8% waste plastic by wet process (waste plastic impregnated and concentrated bitumen tablets) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | Seal Coat | 7622.25 | Sqm |
| 11 | 11 | Road Furniture: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 for 5th KM Stone | KM Stone | 1 | No |
| 12 | 12 | 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 for Ordinary KM Stone | KM Stone | 5 | No |
| 13 | 13 | 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 for 200M Stone | HM Stones | 23 | No |
| 14 | 14 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. 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 | LOGO Board | 1 | No |
| 15 | 15 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. 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., completeLogo board @ every 2 km | LOGO Board | 2 | No |
| 16 | 16 | Providing and fixing of Citizen information board as per MoRD specifications and drawings. 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, but excluding GST, Seigniorage etc., complete | 1 | No | |
| 17 | 17 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign at curves as per IRC:67 3 nos mounted on single pole of 100x100x6 mm MS angle 5.00 Mts long and 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 100 mmx100 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx900 mm, 900mm 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. | Sign Board | 2 | No |
| 18 | 18 | 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.at Speed breakers near Junctions, (triangle of 600 X 600mm)T Boards at junctions (triangle of size 600 X 600mm size)Prohibited boards at junctions (triangle of size 600 X 600mm size) | Information Board | 6 | No |
| 19 | 19 | 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.Stop boards at junctions (900 mm side octogen) | Information Board | 2 | No |
| 20 | 20 | 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. | 2 | No | |
| 21 | 21 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 | 324 | Sqm | |
| 22 | 22 | 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. | 1 | No | |
| 23 | 23 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | Guard Stone | 50 | No |
| 24 | 24 | Constuction of single row 1000 mm Dia pipe culverts (7 Nos):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 | Earth work | 217.14 | Cum |
| 25 | 25 | Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | Sand filling | 12.11 | Cum |
| 26 | 26 | 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 | PCC M10 | 23.52 | Cum |
| 27 | 27 | 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- For Head walls and Parapet | PCC M15 | 107.59 | Cum |
| 28 | 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts with 1000mm dia NP3 pipes | RCC NP3 Pipes | 52.5 | Rmt |
| 29 | 29 | Construction of 2m span RCC slab culvert (1 No.):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 | Earth work | 105.22 | Cum |
| 30 | 30 | 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 | PCC M10 | 8.63 | Cum |
| 31 | 31 | 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- | PCC M15 | 57.7 | Cum |
| 32 | 32 | 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- | PCC M15 | 69.72 | Cum |
| 33 | 33 | 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) | RCC M25 | 3.54 | Cum |
| 34 | 34 | 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) | RCC M25 | 4.68 | Cum |
| 35 | 35 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete | 3.6 | Sqm | |
| 36 | 36 | 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 | HYSD | 0.3 | MT |
| 37 | 37 | 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 | 0.9 | MT | |
| 38 | 38 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | HYSD | 50 | rmt |
| 39 | 39 | Construction of 10 Vent- 1000 mm dia piped causeway (1 No):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 | Earth work | 248.4 | Cum |
| 40 | 40 | 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 | PCC M10 | 159.49 | Cum |
| 41 | 41 | 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- For Head walls and Parapet | PCC M15 | 102.95 | Cum |
| 42 | 42 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Protection Work | PCC M15 | 48.6 | Cum |
| 43 | 43 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts with 1000mm dia NP3 pipes | RCC M25 | 75 | Rmt |
| 44 | 44 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | HYSD | 20 | rmt |
| 45 | 45 | 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. | 46.5 | Cum | |
| 46 | 46 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 56 | No | |
| 47 | 47 | Construction of Retaining walls: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 | 81 | Cum | |
| 48 | 48 | 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 | 10.8 | Cum | |
| 49 | 49 | 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- | 85.5 | Cum | |
| 50 | 50 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 45 | Cum | |
| 51 | 51 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 60 | each |
AI Tender Summary
Tender Timeline
May 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 23, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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