Widening And Strengthening Of Kesarpura To Patangadi Km . 00/000 To Km . 14/800 . In Taluka Limkheda , District Dahod . Widening And Strengthening Of Kesarpura To Patangadi Km . 00/000 To Km . 14/800 . In Taluka Limkheda , DistrictDahod .
Tender Value
6.18 Crore
Estimated cost
Bid Submission
24 May 2021
0 days left
EMD
13.18 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
DAHOD → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Kesarpura To Patangadi Km . 00/000 To Km . 14/800 . In Taluka Limkheda , District Dahod . Widening And Strengthening Of Kesarpura To Patangadi Km . 00/000 To Km . 14/800 . In Taluka Limkheda , DistrictDahod .
BOQ
| Name of Work:- Widening and Strengthening of Kesarpura to Patangadi Road Km. 00/000 to Km. 14/800. In Taluka:Limkheda, 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 | Clearing and grubbing of road length including up rooting wild vegetation, grass, bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to an with all lead & lift. including removal & disposal of top orgenic soil not exceeding 150 mm in thickness as pertechnical specification (area of light density) by manually means in area of light jungle | BI01010001010000000000000515BI0100001113 | 7.15 | Hectare |
| 3 | 1.02 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a with all lead & lift as per Technical Specification | BI01010001010000000000000515BI0100001114 | 36720 | Sq mt. |
| 4 | 1.03 | 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 & lift as per Technical Specification | BI01010001010000000000000515BI0100001115 | 33968.3 | Cu mt. |
| 5 | 1.04 | 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 as per Technical Specification | BI01010001010000000000000515BI0100001116 | 27246.3 | Cu mt. |
| 6 | 1.05 | Construction of embankment with approved material obtained from borrow pits , transporting to site, spreading, grading to required slope and compacting to meet requirement with with all lead & lift as per Technical Specification | BI01010001010000000000000515BI0100001117 | 22185.3 | Cu mt. |
| 7 | 1.06 | 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 . (GSB-II)(Including Hard Shoulder) | BI01010001010000000000000515BI0100001118 | 15607 | Cu mt. |
| 8 | 1.07 | 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, etc and Technical Specification | BI01010001010000000000000515BI0100001119 | 18050.2 | Cu mt. |
| 9 | 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 0.9-.1.2 kg/sqm using mechanical means\n | BI01010001010000000000000515BI0100001121 | 80223 | Sq mt. |
| 10 | 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 | 80223 | Sq mt. |
| 11 | 1.11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen(VG-30) 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 (Bitumen Content 14.6 kg / 10 Sqm | BI01010001010000000000000515BI0100001123 | 80223 | Sq mt. |
| 12 | 1.12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A as per Technical Specification | BI01010001010000000000000515BI0100001124 | 80223 | Sq mt. |
| 13 | 1.13 | 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 English and Roman | BI01010001010000000000000515BI0100001125 | 16280 | per cm height per letter |
| 14 | 1.14 | 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 exceeding 0.9 sqm supported on angle Iron post with primer and two coats of epoxy paint as per Specification. | BI01010001010000000000000515BI0100001126 | 1.4 | Sq.mt |
| 15 | 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 Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pipe 600 mm x 500 mm rectangular(chevron sign) | BI01010001010000000000000515BI0100001128 | 124 | No. |
| 16 | 1.17 | 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 pipe 900 mm x 300 mm rectangular(Hazard sign) | BI01010001010000000000000515BI0100001129 | 122 | No. |
| 17 | 1.18 | 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 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pipe 600 mm circular sign board(Speed limit) | BI01010001010000000000000515BI0100001130 | 21 | No. |
| 18 | 1.19 | 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 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pipe 600 mm equilateral triangle(Cautionary sign) | BI01010001010000000000000515BI0100001131 | 90 | No. |
| 19 | 1.2 | 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 pipe 750 mm side octagon(Mandatory sign) | BI01010001010000000000000515BI0100001132 | 6 | No. |
| 20 | 1.21 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. ACM 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 PMGSY Sign Board | BI01010001010000000000000515BI0100001133 | 2 | No. |
| 21 | 1.22 | 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) | BI01010001010000000000000515BI0100001134 | 8 | No. |
| 22 | 1.23 | 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) | BI01010001010000000000000515BI0100001135 | 4 | No. |
| 23 | 1.24 | 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 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001136 | 2 | No. |
| 24 | 1.25 | 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 Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001137 | 12 | No. |
| 25 | 1.26 | 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 200 m stone (precast) | BI01010001010000000000000515BI0100001138 | 51 | No. |
| 26 | 1.27 | 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 | BI01010001010000000000000515BI0100001139 | 875 | No. |
| 27 | 1.28 | 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 | BI01010001010000000000000515BI0100001140 | 10 | No. |
| 28 | 1.29 | 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. | BI01010001010000000000000515BI0100001141 | 4181 | No. |
| 29 | 1.3 | 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 disposal with all lead & lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001142 | 898.6 | Cu mt. |
| 30 | 1.31 | Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specifications M-15 | BI01010001010000000000000515BI0100001143 | 218.12 | Cu mt. |
| 31 | 1.32 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight , no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001144 | 32 | Cu mt. |
| 32 | 1.33 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001145 | 141 | Cu.m. |
| 33 | 1.34 | Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings | BI01010001010000000000000515BI0100001146 | 2.84 | MT |
| 34 | 1.35 | 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) | BI01010001010000000000000515BI0100001147 | 82.5 | Rmt |
| 35 | 1.36 | Providing flood gauge marks on substructure as per design including painting complete. | BI01010001010000000000000515BI0100001148 | 2.74 | Sqm |
| 36 | 1.37 | Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications (V) R.C.C. grade M 30 | BI01010001010000000000000515BI0100001149 | 160.24 | Cum. |
| 37 | 1.38 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001150 | 0.4 | MT |
| 38 | 1.39 | reinforced cement concrete in substructure complete as per drawings and technical specification Clauses R.C.C. grade M 30 | BI01010001010000000000000515BI0100001151 | 128.57 | Cum. |
| 39 | 1.4 | 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 | BI01010001010000000000000515BI0100001152 | 162 | Nos. |
| 40 | 1.41 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification | BI01010001010000000000000515BI0100001153 | 406.5 | Cum. |
| 41 | 1.42 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification | BI01010001010000000000000515BI0100001154 | 45.76 | Cum |
| 42 | 1.43 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications | BI01010001010000000000000515BI0100001155 | 32.14 | Cum. |
| 43 | 1.44 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001156 | 8.76 | Cum. |
| 44 | 1.45 | 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). | BI01010001010000000000000515BI0100001157 | 25.96 | Rmt |
| 45 | 1.46 | Drainage spouts complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001158 | 4 | Nos. |
| 46 | 1.47 | P.C.C. M 15 ordinary grade levelling course below approach slab complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001159 | 10.95 | Cum. |
| 47 | 1.48 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001160 | 21 | Cum. |
| 48 | 1.49 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001161 | 20 | Rmt |
| 49 | 1.5 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001162 | 8.1 | MT |
| 50 | 1.51 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications | BI01010001010000000000000515BI0100001163 | 28.18 | Cum |
| 51 | 1.52 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001164 | 8.4 | Cum |
| 52 | 1.53 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications \nPCC M-10 | BI01010001010000000000000515BI0100001165 | 77.63 | Cum |
| 53 | 1.54 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications PCC M-20 | BI01010001010000000000000515BI0100001166 | 585 | Cum |
| 54 | 1.55 | 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.(1200 mm Dia ) | BI01010001010000000000000515BI0100001167 | 140 | Rmt |
| 55 | 1.56 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification . For Parapet Walls/Face Wall (M-20) | BI01010001010000000000000515BI0100001168 | 3.78 | Cum |
AI Tender Summary
Tender Timeline
May 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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