Widening And Strengthening Of Jantran Thanva Kimoj Kantharia Kavi Road Ch . 0 . 000 To 12 . 600 And Piludra To Dharamapur Road Ch . 0 . 000 To 8 . 020Ta Jambusar , Dist . Bharuch Widening And Strengthening Of Jantran Thanva Kimoj Kantharia Kavi Road Ch
Tender Value
9.03 Crore
Estimated cost
Bid Submission
29 Mar 2021
0 days left
EMD
19.24 Lakhs
Bank guarantee accepted
Document Fee
12000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharuch → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Jantran Thanva Kimoj Kantharia Kavi Road Ch . 0 . 000 To 12 . 600 And Piludra To Dharamapur Road Ch . 0 . 000 To 8 . 020Ta Jambusar , Dist . Bharuch Widening And Strengthening Of Jantran Thanva Kimoj Kantharia Kavi Road Ch . 0 . 000 To 12 . 600 And Piludra To Dharamapur Road Ch . 0 . 000 To8 . 020Ta Jambusar , Dist . Bharuch
BOQ
| Name of Work:- Widening and Strengthening of Various Road of Jambusar Taluka Under PMGSY-III, Batch-2 (2020-21) of 1.Jantran to thanava road Km. 0/000 to 12/600 & 2.Piludra to Dharampur road Km. 0/000 to 8/020, Ta- Jambusar, Dist- Bharuch (Package No:-GJ0504-P3) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Description | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and desposal of unserviceablwe materials and stacking on serviceable material to be used or auctioned, up to all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification | BI01010001010000000000000515BI0100001113 | 10.31 | Hect |
| 3 | 1.02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead and as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 122.69 | Cum. |
| 4 | 1.03 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification. | BI01010001010000000000000515BI0100001115 | 20 | Rmt |
| 5 | 1.04 | Scarifying the existing road surface to a depth of 6 to 10 cm and disposal of scarified material with all lift and lead as per Technical Specification | BI01010001010000000000000515BI0100001116 | 53737.5 | Sqmt |
| 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 location with all lead and lifts and as per Technical Specification. | BI01010001010000000000000515BI0100001117 | 36547.4 | Cum. |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001118 | 10281.1 | Cum. |
| 8 | 1.07 | 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. | BI01010001010000000000000515BI0100001119 | 26929.8 | Cum. |
| 9 | 1.08 | Laying and spreding available soil in the subgrade on a prepared surface,pulvensing, mixing the spread soil in place with rotavator with 30 %cent copper slag, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired desnity to from a layer of improved subgrade as per technical specification. | BI01010001010000000000000515BI0100001121 | 3327.75 | Cum. |
| 10 | 1.09 | Construction of Granular sub-base Grade-II 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 smooth wheel roller to achive the desired density, complete as per Technical specification Including Hard Shoulder | BI01010001010000000000000515BI0100001122 | 10025.7 | Cum. |
| 11 | 1.1 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Technical Specification. | BI01010001010000000000000515BI0100001123 | 11801.1 | Cum. |
| 12 | 1.11 | Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per technical Specification. | BI01010001010000000000000515BI0100001124 | 80391.3 | Sqmt. |
| 13 | 1.12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleande with hydraulic broom as per Technical Specification. | BI01010001010000000000000515BI0100001125 | 80391.3 | Sqmt. |
| 14 | 1.13 | 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 all lead 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) | BI01010001010000000000000515BI0100001126 | 2033.63 | Cum. |
| 15 | 1.14 | Providing, laying and rolling of Open graded premix carpet surfacing material of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification. (VG -30 )(Bitumen Content 14.6kg / 10sqm) | BI01010001010000000000000515BI0100001128 | 39718.8 | Sqmt. |
| 16 | 1.15 | 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. ( VG -30 )(Bitumen content 22kg /10sqm) | BI01010001010000000000000515BI0100001129 | 73628.5 | Sqmt. |
| 17 | 1.16 | Providing and applying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type A as per technical specification. | BI01010001010000000000000515BI0100001130 | 39718.8 | Sqmt. |
| 18 | 1.17 | 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 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, | BI01010001010000000000000515BI0100001131 | 896.48 | Cum. |
| 19 | 1.18 | 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. | BI01010001010000000000000515BI0100001132 | 21422 | per cm hight per letter |
| 20 | 1.19 | 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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. | BI01010001010000000000000515BI0100001133 | 6 | Sqmt. |
| 21 | 1.2 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600 mm x 500 mm rectangular ( chevron sign) | BI01010001010000000000000515BI0100001134 | 140 | No. |
| 22 | 1.21 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 900 mm x 300 mm rectangular ( Hazard sign) | BI01010001010000000000000515BI0100001135 | 66 | No. |
| 23 | 1.22 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600 mm circular sign board(Speed limit) | BI01010001010000000000000515BI0100001136 | 100 | No. |
| 24 | 1.23 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600 mm equilateral triangle ( Cautionary sign) | BI01010001010000000000000515BI0100001137 | 121 | No. |
| 25 | 1.24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 750 mm Octagonal (Mandatory sign) | BI01010001010000000000000515BI0100001138 | 13 | No. |
| 26 | 1.25 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing. | BI01010001010000000000000515BI0100001139 | 4 | No. |
| 27 | 1.26 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing. | BI01010001010000000000000515BI0100001140 | 9 | No. |
| 28 | 1.27 | 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 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) | BI01010001010000000000000515BI0100001141 | 5 | No. |
| 29 | 1.28 | Reinforced cement concrete M15 grade 5th 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 Ordinary K.M. stone (precast) | BI01010001010000000000000515BI0100001142 | 4 | No. |
| 30 | 1.29 | 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 Ordinary K.M. stone (precast) | BI01010001010000000000000515BI0100001143 | 21 | No. |
| 31 | 1.3 | Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification 200 mt stone (precast) | BI01010001010000000000000515BI0100001144 | 103 | No. |
| 32 | 1.31 | 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. | BI01010001010000000000000515BI0100001145 | 125 | No. |
| 33 | 1.32 | 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. | BI01010001010000000000000515BI0100001146 | 120 | No. |
| 34 | 1.33 | Providing and laying rounded hump type of Speed Breaker confirming to IRC – 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, G II, G III, 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 semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. | BI01010001010000000000000515BI0100001147 | 19 | No. |
| 35 | 1.34 | 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. | BI01010001010000000000000515BI0100001148 | 6869.4 | No. |
| 36 | 1.35 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Technical Specification.\n | BI01010001010000000000000515BI0100001149 | 1805.9 | Cum |
| 37 | 1.36 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications \n(A) PCC M10. | BI01010001010000000000000515BI0100001150 | 245.82 | Cum |
| 38 | 1.37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications \n(A) PCC M15 | BI01010001010000000000000515BI0100001151 | 294.4 | Cum |
| 39 | 1.38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications \n(A) PCC M20 , Face Wall,Pipe Portion, Deduction in Pipe Portion,Undr Base Slab,Under Wing Wall,Under Curtain wall . | BI01010001010000000000000515BI0100001152 | 1852.5 | Cum |
| 40 | 1.39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications.M 20 | BI01010001010000000000000515BI0100001153 | 116.8 | Cum |
| 41 | 1.4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications.M 30 | BI01010001010000000000000515BI0100001154 | 2.5 | Cum |
| 42 | 1.41 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. | BI01010001010000000000000515BI0100001155 | 1107 | Cum |
| 43 | 1.42 | 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. | BI01010001010000000000000515BI0100001156 | 1763 | No. |
| 44 | 1.43 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets(600mm ) | BI01010001010000000000000515BI0100001157 | 330 | Rmt. |
| 45 | 1.44 | Providing concrete for plain/reinforced concrete in substrucutre complete as per drawings and technical specifications \n(A) PCC M20 , Parapet walls/Face wall. | BI01010001010000000000000515BI0100001158 | 96 | Cum |
| 46 | 1.45 | Providing concrete for plain/reinforced concrete in substrucutre complete as per drawings and technical specifications \n(A) PCC M20 , Parapet walls/Face wall. | BI01010001010000000000000515BI0100001159 | 2.43 | Cum. |
| 47 | 1.46 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001160 | 1005 | Sqm. |
| 48 | 1.47 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Technical specification , no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification.\n | BI01010001010000000000000515BI0100001161 | 109.6 | Cum |
| 49 | 1.48 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001162 | 11.4 | Cum |
| 50 | 1.49 | Reinforced cement concrete crash barrier ( provision of an Reinforced cement concrete crash barrier at the egde of the road, approaches to bridge strucutres and medians, constructed with M-40 grade concrete with M-40 grade concrete with Fe-500D TMT reinforcement conforming to IIRC:21 and dowel bars 25mm dia,450 mm long at expansion joints filled with pre-moulded asphalt fille board ,keyed to the strucutre on which it is built and installed as per design given in the enclousre to MOST circular NO.RW/NH/33022/94-DO III daated 24 june 1994 as per dimensions in the apporved drawing and at location directed by the engineer. | BI01010001010000000000000515BI0100001163 | 18.1 | Rmt |
| 51 | 1.5 | Drainage spounts complete as per drawing and technical specifications . | BI01010001010000000000000515BI0100001164 | 4 | No. |
| 52 | 1.51 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications \n | BI01010001010000000000000515BI0100001165 | 94 | No. |
| 53 | 1.52 | Supplying, fitting and placing FE 500D TMT bar reinforcement in foundation complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001166 | 7.84 | Tonne |
| 54 | 1.53 | Providing and laying reinforced cement concrete pipe NP4 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 (1200mm dia pipe) | BI01010001010000000000000515BI0100001167 | 65 | Rmt. |
AI Tender Summary
Tender Timeline
Mar 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 29, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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