Widening And Strengthening Of Fatepura To Ballaiya Road Km . 00/000 To Km . 13/400 And Fatepura To Ghoogas Road Km . 00/000 To Km . 17/721 In Taluka Fatepura , District Dahod Under Pmgsy Iii Scheme Batch 2 Widening And Strengthening Of Fatepura To Ba
Tender Value
12.39 Crore
Estimated cost
Bid Submission
22 Apr 2021
0 days left
EMD
26.39 Lakhs
Bank guarantee accepted
Document Fee
18000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dahod → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Fatepura To Ballaiya Road Km . 00/000 To Km . 13/400 And Fatepura To Ghoogas Road Km . 00/000 To Km . 17/721 In Taluka Fatepura , District Dahod Under Pmgsy Iii Scheme Batch 2 Widening And Strengthening Of Fatepura To Ballaiya Road Km . 00/000 To Km . 13/400 And Fatepura To GhoogasRoad Km . 00/000 To Km . 17/721 In Taluka Fatepura , District Dahod Under Pmgsy Iii Scheme Batch 2
BOQ
| Name of Work: Widening and Strengthening of Fatepura To Ballaiya Road Km. 00/000 to Km. 13/400 and Fatepura to Ghoogas Road Km. 00/000 to Km. 17/721 in Taluka: Fatepura, District: Dahod under PMGSY-III Scheme Batch 2. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Description | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. | BI01010001010000000000000515BI0100001113 | 28.8 | Cum. |
| 3 | 1.02 | Removing all types of Hume pipes and stacking with all lead and lift including Earthwork and Dismantling of Masonry Works as per Technical Specification . (Above 600 mm to 900 mm) | BI01010001010000000000000515BI0100001114 | 30 | Rmt. |
| 4 | 1.03 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lead and lift and with all lead and lift as per Technical Specification | BI01010001010000000000000515BI0100001115 | 51700 | Sqmt. |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001116 | 7.04 | Ha. |
| 6 | 1.05 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment site including all leads and lifts as per Technical Specification. | BI01010001010000000000000515BI0100001117 | 18160 | Cum. |
| 7 | 1.06 | Construction of embankment with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead and lift as per Tech | BI01010001010000000000000515BI0100001118 | 15612 | Cum. |
| 8 | 1.07 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification . (By Mix in place ) | BI01010001010000000000000515BI0100001119 | 11693.3 | 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 smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion | BI01010001010000000000000515BI0100001120 | 9868 | Cum. |
| 10 | 1.09 | Prime Coat with bitumen emulsion :- 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 0.85 kg/sqm using mechanical means | BI01010001010000000000000515BI0100001121 | 69972 | Sqmt. |
| 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification . | BI01010001010000000000000515BI0100001122 | 166729 | Sqmt. |
| 12 | 1.11 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification (Bitumen Content 3.3% of Mix ) | BI01010001010000000000000515BI0100001123 | 6874.76 | Cum. |
| 13 | 1.12 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification (Bitumen Content 22 kg/10 sq) | BI01010001010000000000000515BI0100001124 | 166729 | Sqmt. |
| 14 | 1.13 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | BI01010001010000000000000515BI0100001125 | 1595 | Cum. |
| 15 | 1.14 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman | BI01010001010000000000000515BI0100001126 | 35200 | Per cm height per letter |
| 16 | 1.15 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide , fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on angle Iron post with primer and two coats of epoxy paint as per Specification. | BI01010001010000000000000515BI0100001127 | 5.6 | Sqmt. |
| 17 | 1.16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pipe | BI01010001010000000000000515BI0100001128 | 672 | No. |
| 18 | 1.17 | Providing and fixing of a typical design of PMGSY Informatory Sign Board “The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). the lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.” | BI01010001010000000000000515BI0100001129 | 6 | No. |
| 19 | 1.18 | Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing (PMGSY Logo Board) | BI01010001010000000000000515BI0100001130 | 17 | No. |
| 20 | 1.19 | Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick (ACM)and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. .(One for Flexible, Rigid Pavement &maintenance) | BI01010001010000000000000515BI0100001131 | 7 | No. |
| 21 | 1.2 | 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 | BI01010001010000000000000515BI0100001132 | 145 | No. |
| 22 | 1.21 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification | BI01010001010000000000000515BI0100001133 | 320 | No. |
| 23 | 1.22 | Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete. | BI01010001010000000000000515BI0100001134 | 1260 | No. |
| 24 | 1.23 | Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width))\nProviding and laying rounded hump type of Speed Breaker confirming to IRC â?? 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, WMM, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications.\n | BI01010001010000000000000515BI0100001135 | 26 | No. |
| 25 | 1.24 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | BI01010001010000000000000515BI0100001136 | 10015.5 | Sqmt. |
| 26 | 1.25 | (i) Type- A, \"W\" : Metal Beam Crash Barrier\nProviding and erecting a \"W\" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2 m centre-to-centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings (to conform t IS:1367 & IS:1364 metal beam mail) be fixed on the vertical post with a spacer of channel section 150x75x5mm. 330mm long .\n | BI01010001010000000000000515BI0100001137 | 2370 | Rmt. |
| 27 | 1.26 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per genaral note, drawing and technical specifications | BI01010001010000000000000515BI0100001138 | 21.1 | Cum. |
| 28 | 1.27 | Providing & Laying ISI mark ,Plain Ends(conforming to IS Code 458-2003} Reinforced Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonary work in head wall and parapets. | BI01010001010000000000000515BI0100001139 | 255 | Rmt. |
| 29 | 1.28 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposalall lead and lift m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil (A) Depth up to 3.0 m | BI01010001010000000000000515BI0100001140 | 1613.8 | Cum. |
| 30 | 1.29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications M-15 | BI01010001010000000000000515BI0100001141 | 327.1 | Cum. |
| 31 | 1.3 | 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 kg laid dry complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001142 | 30 | Cum. |
| 32 | 1.31 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause | BI01010001010000000000000515BI0100001143 | 141 | Cum. |
| 33 | 1.32 | Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings | BI01010001010000000000000515BI0100001144 | 9.6 | MT |
| 34 | 1.33 | Construction of Embankment with Material Obtained from Roadway Cutting(Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification | BI01010001010000000000000515BI0100001145 | 14558 | Cum. |
| 35 | 1.34 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )(1200 mm )_ | BI01010001010000000000000515BI0100001146 | 67.5 | Cum. |
| 36 | 1.35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications\nPCC M-10\n | BI01010001010000000000000515BI0100001147 | 181.13 | Cum. |
| 37 | 1.36 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsPCC M-20 | BI01010001010000000000000515BI0100001148 | 1365 | Cum. |
| 38 | 1.37 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Granular material | BI01010001010000000000000515BI0100001149 | 630 | Cum. |
| 39 | 1.38 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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 7 | BI01010001010000000000000515BI0100001150 | 233 | No. |
| 40 | 1.39 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification For Parapet Walls/Face Wall M-20 | BI01010001010000000000000515BI0100001151 | 3.78 | Cum. |
| 41 | 1.4 | Reinforced cement concrete in Box culvert complete as per drawings and technical specification R.C.C M-30 | BI01010001010000000000000515BI0100001152 | 134.2 | Cum. |
| 42 | 1.41 | Construction of flexible apron comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall | BI01010001010000000000000515BI0100001153 | 109.5 | Cum. |
| 43 | 1.42 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001154 | 16.7 | Cum. |
| 44 | 1.43 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with Fe- 500D TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified). | BI01010001010000000000000515BI0100001155 | 37.8 | Rmt. |
| 45 | 1.44 | Drainage spouts complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001156 | 4 | No. |
AI Tender Summary
Tender Timeline
Apr 10, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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