Improvement And Widening Of 1 . Juna Kanesar Vandarved Vanka Chhapari Road Km . 0/00 To 7/620 And 2 . Degamada Sapadiya Bhadrod Road Km . 0/00 To 12/510 And 3 . Mrl11-Vakhatpur To Sh Road Km . 0 . 0 To 6 . 430 Improvement And Widening Of 1 . Juna Kane
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Mar 2021
0 days left
EMD
24.89 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
Khanpur → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Improvement And Widening Of 1 . Juna Kanesar Vandarved Vanka Chhapari Road Km . 0/00 To 7/620 And 2 . Degamada Sapadiya Bhadrod Road Km . 0/00 To 12/510 And 3 . Mrl11-Vakhatpur To Sh Road Km . 0 . 0 To 6 . 430 Improvement And Widening Of 1 . Juna Kanesar Vandarved Vanka Chhapari Road Km . 0/00 To 7/620 And 2 . Degamada Sapadiya Bhadrod Road Km . 0/00 To 12/510 And 3 . Mrl11-Vakhatpur To Sh Road Km . 0/00 To 6/430
BOQ
| Name of Work: PMGSY 202-21 Widening and Strengthening of Various Road of Dahod Taluka Under PMGSY-III, Batch-I (2020-21) of 1.Juna kanesar vandarved vanka chhapari road Km.0/00 to 7/620 Ta. Khanpur ,Dist-Mahisagatr & 2.Degamada sapadiya bhadrod road Km.0/00 to 12/510 Ta-Khanpur, Dist-Mahisagar.& 3.MRL11-Vakhatpur to SH road Km.0/00 to 6/430 Ta-Khanpur, Dist-Mahisagar. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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. (II) By Mechanical Means (A) In area of non-thorny jungle | item 01 | 19.329 | Hector |
| 2 | 1.02 | (A) Cement Concrete \n 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 of 1000 m as per Technical Specification Clause 202. By Mechanical Means | item 02 | 206.954 | cum |
| 3 | 1.03 | (B) Rainforcement Cement Concrete 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 of 1000 m as per Technical Specification Clause 202. By Mechanical Means (B) Rainforcement Cement Concrete \n | item 03 | 304.801 | cum |
| 4 | 1.04 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. | item 04 | 1725.63 | cum |
| 5 | 1.05 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.((a) up to 600 mm dia. Hume Pipe. | item 05 | 30 | Rmt |
| 6 | 1.06 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(b) above 600 mm to 900 mm dia. Hume Pipe.. | item 06 | 450 | Rmt |
| 7 | 1.07 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (By Mechanical Means) | item 07 | 94989 | Sqmt |
| 8 | 1.08 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | item 08 | 14249 | cumt |
| 9 | 1.09 | Excavation for road work 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 a lift upto 1.5 m and lead upto 1000 m as per techinacal specification clause 302.3 | item 09 | 32956 | Cum. |
| 10 | 1.1 | 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 Clause 301.5 | item 10 | 29688 | Cum. |
| 11 | 1.11 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | item 11 | 73329 | Cum. |
| 12 | 1.12 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Add ( 15% Take Fly Ash Qty for Modified Soil ), w =(3.315+3.515)/2 RA Sheet Attached | item 12 | 16481 | Cum. |
| 13 | 1.13 | 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 Clause 401.(ii)For Grading II Material | item 13 | 5559.59 | Cum. |
| 14 | 1.14 | 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, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | item 14 | 18143 | Cum. |
| 15 | 1.15 | Hard Shoulder Materialwith Stone spall Hard Shoulder For BT Road \n | item 15 | 5312 | Cum. |
| 16 | 1.16 | 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 (Low porosity) | item 16 | 138808 | Sq.M. |
| 17 | 1.17 | 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. | item 17 | 138808 | Sq.M. |
| 18 | 1.18 | 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 22 Kg/10 Sqmt. VG30 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 | item 18 | 75674.1 | Sq.M. |
| 19 | 1.19 | Open-Graded Premix Carpet With Add 8% Plastic waste by weight of bitumen 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 Clause 509 , Bitumen (S-90) | item 19 | 63133.8 | Sq.M. |
| 20 | 1.2 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Mechanical Means, Bitumen (S-90) | item 20 | 138808 | Sq.M. |
| 21 | 1.21 | CC Pavement Cement Concrete Pavement. 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. | item 21 | 1797.48 | Cum |
| 22 | 1.22 | 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 | item 22 | 29216 | Per cm height per letter |
| 23 | 1.23 | 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 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 Clause 801 | item 23 | 163 | No |
| 24 | 1.24 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2 | item 24 | 171 | No |
| 25 | 1.25 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | item 25 | 82 | No |
| 26 | 1.26 | Description :- Providing and Fixiing 'Logo' of PMGSY Project\nProviding and fixing logo board of PMGSY size 600x600 mm dia mount shape with one plate of size 900x250 mm made of 16 gage sheet over frame of angle iron 25x25x3 mm as per pmgsy specification and drawing painted with ready mix synthic enimal paint of superior quality in required shaid and colour. All section of frame poses and steel will be painted with primer and two coat of epoxy paint as per drawing claue 1701 & annexure 1700.1 (PMGSY LOGo Board) | item 26 | 18 | No |
| 27 | 1.27 | 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 Clause 1701 and Annexure 1700.1 | item 27 | 7 | No |
| 28 | 1.28 | Providing and fixing of typical PMGSY citizen's information board as per attached drawing. Two M.S. Plates of 1.6mm thick of 900mm x 750mm size fixed of top & bottom duly welded diagonally with M.S. angles of 25x25x5mm thick M.S. plates shall be welded by two vertical M.S. flats & four horizonta M.S.flat 5mm thick , to 75mmx75mm of 12 swg square tubes posts duly embeded 600x600x750mm below ground level. Printing new letters and figures of any shade with ready mix synthetic enamal paint of superior quality in required shade and colour. All sections of framed posts & steel square tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 | item 28 | 6 | No |
| 29 | 1.29 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | item 29 | 2655.9 | Sqmt |
| 30 | 1.3 | STOP SIGN: :- Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90cms. rectangle as per the design of IRC- 67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade. | item 30 | 30 | No |
| 31 | 1.31 | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade | item 31 | 128 | No |
| 32 | 1.32 | Chevron sign :-Providing and fixing slgn boards made out of 1.5mm alumlnium sheet/3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type 4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm/ 65NB Circular MS Pipe as required and frame fabricated from suitable slze Iron angle of35x35x3mm, painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscriptlon / numerals for each board shall be as per the Instruction of engineer in charge. The fixing at site shall be In 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg Including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting | item 32 | 177 | No |
| 33 | 1.33 | Road Marking :-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 & finished surface to be level, uniform and free from streaks and holes. | item 33 | 1546.2 | Sqmt |
| 34 | 1.34 | (i) 5th Kilometre Stone (precast) 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. | item 34 | 4 | No |
| 35 | 1.35 | (ii) Ordinary Kilometer Stone (Precast) 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. | item 35 | 27 | No |
| 36 | 1.36 | (iii) 200 m stone (precast) 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. | item 36 | 105 | No |
| 37 | 1.37 | 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 Clause 1704 | item 37 | 996 | No |
| 38 | 1.38 | 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 including excavation of pit etc. complete. | item 38 | 642 | No |
| 39 | 1.39 | Speed Breakers (Size : 5.00 mt x7.50 mt) using Mix Seal Surfacing (Item No.18) | item 39 | 72 | No |
| 40 | 1.4 | 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. | item 40 | 3711.27 | Cum |
| 41 | 1.41 | Providing concrete for Plain/reinforced Concrete in open foundation complete as per drawings & Technical Specification Clause 802, 803, 1202 & 1203. P.C.C. grade M-10 Nominal mix 1:3:6 | item 41 | 197.92 | Cum |
| 42 | 1.42 | P.C.C grade M 20 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (III) P.C.C grade M 20(i) Nominal mix (1:2:4) | item 42 | 3003.68 | Cum |
| 43 | 1.43 | (II) P.C.C. grade M 20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | item 43 | 330.873 | Cum |
| 44 | 1.44 | (R.C.C M -25) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | item 44 | 121.3 | Cum |
| 45 | 1.45 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | item 45 | 14.975 | Cum |
| 46 | 1.46 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | item 46 | 15.809 | MT |
| 47 | 1.47 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302\n(I) Stone/Boulder | item 47 | 713.24 | Cum |
| 48 | 1.48 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | item 48 | 233.25 | Cum |
| 49 | 1.49 | (1000mm dia)Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single row 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 Clause 1106 1000mm dia | item 49 | 720 | Meter |
| 50 | 1.5 | P.C.C grade M 15 ,Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, P.C.C grade M 15, Nominal mix (1:2.5:5) .\n | item 50 | 1529.26 | Cum |
| 51 | 1.51 | Laying Cement Concrete Pipe NP4 (burried conduits 500 mm dia) 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. NP4 Pipes 500 mm dia @ 0.50 Per Km For Buried Conduits. | item 51 | 1300 | Rmt |
| 52 | 1.52 | White washing of parapet walls of CD work and tree trucks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1916 | item 52 | 1978.38 | Sq.mt |
| 53 | 1.53 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material) | item 53 | 734.34 | Cum |
| 54 | 1.54 | 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 Clauses 614, 709, 1204.3.7 | item 54 | 615 | No |
| 55 | 1.55 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | item 55 | 105 | Rmt |
| 56 | 1.56 | Note 1. Item not covered in MoRD Specification shall be executed by MoRTH Specification and rest Items shall be executed as Directed. | |||
| 57 | 1.57 | Note 2. Rates Quoted include Clearance of site. (Prior Commencement of work and its close) in all respect and hold good for work under all-weather condition. | |||
| 58 | 1.58 | Note 3.Credit amount of Rs. 420895.00 shall be recovered from the running bill in which dismantle item recorded for payment. |
AI Tender Summary
Tender Timeline
Mar 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 20, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 22, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
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