Widening And Strengthening Of Linch Boriyavi Vadosan Ch . 0/000 To 6/550 And Sametra Karsanpura Maguna Road From Ch . 0/000 To 5/000 Ta Mehsana , Dist Mehsana . Widening And Strengthening Of Linch Boriyavi Vadosan Ch . 0/000 To 6/550 And Sametra Kars
Tender Value
6.90 Crore
Estimated cost
Bid Submission
15 Apr 2021
0 days left
EMD
14.71 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
Mehsana → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Linch Boriyavi Vadosan Ch . 0/000 To 6/550 And Sametra Karsanpura Maguna Road From Ch . 0/000 To 5/000 Ta Mehsana , Dist Mehsana . Widening And Strengthening Of Linch Boriyavi Vadosan Ch . 0/000 To 6/550 And Sametra KarsanpuraMaguna Road From Ch . 0/000 To 5/000 Ta Mehsana , Dist Mehsana .
BOQ
| Name of Work:- Widening and Strengthening of Various Road of Mehsana Taluka Under PMGSY-III, Batch-2 (2020-21) of 1.Linch Boriyavi Vadosan Road 0/000 to 6/550 & 2.Sametra Karsanpur Maguna Road 0/000 to 5/000 Ta, Mehsana , Dist- Mehsana (Package No:-GJ1403P3) | |||||
|---|---|---|---|---|---|
| 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 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, for all lead including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. (1)By Mechanical Means (A) In area of non-thorny jungle | BI01010001010000000000000515BI0100001113 | 4.46 | Hect |
| 3 | 1.02 | Preparation of Foundation for Embankment Scarifying the existing Bituminous road surface up to a depth of 150 mm and disposal of scarified material. | BI01010001010000000000000515BI0100001114 | 25687.5 | Sqm. |
| 4 | 1.03 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal 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 For all lead and lift as per Technical Specification | BI01010001010000000000000515BI0100001115 | 15938 | Cum. |
| 5 | 1.04 | 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 as per Technical Specification | BI01010001010000000000000515BI0100001116 | 11874.2 | Cum. |
| 6 | 1.05 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement as per Technical Specification | BI01010001010000000000000515BI0100001117 | 28990.1 | Cum. |
| 7 | 1.06 | Granular Sub-base with Well Graded Material (A) By Mix in Place Method 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 for Grade I Material | BI01010001010000000000000515BI0100001118 | 4726.36 | Cum. |
| 8 | 1.07 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Grading 2 63 mm to 45 mm | BI01010001010000000000000515BI0100001119 | 3380.4 | Cum. |
| 9 | 1.08 | Wet Mix Macadam 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 and Technical Specification. By Mechanical Means | BI01010001010000000000000515BI0100001120 | 4663.18 | Cum. |
| 10 | 1.09 | Construction of Hard Shoulders by providing well-graded material G-II, 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 | BI01010001010000000000000515BI0100001121 | 2281.52 | Cum. |
| 11 | 1.1 | Prime Coat (II) 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification | BI01010001010000000000000515BI0100001122 | 41829.4 | Sqm. |
| 12 | 1.11 | Tack Coat (i)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification | BI01010001010000000000000515BI0100001123 | 57919.8 | Sqm. |
| 13 | 1.12 | Bituminous Macadam Providing and laying bituminous macadam (VG-30) with hot mix plant using crushed aggregrates of grading premixed with bituminous binder, trasported to site upto a lead of all laid over a previously prepared sufface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification 50 mm thick, bitumen @ 3.3% | BI01010001010000000000000515BI0100001124 | 2986.41 | Cum. |
| 14 | 1.13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 (VG30) 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 Type B as per Technical Specification By Mechanical Means 1.46 kg per Sqm | BI01010001010000000000000515BI0100001125 | 57919.8 | Sqm. |
| 15 | 1.14 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using , Type B (VG30) as per Technical Specification | BI01010001010000000000000515BI0100001126 | 33800 | Sqm. |
| 16 | 1.15 | Seal Coat with nanotechnology Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and crossfall using ,Type B as per Technical Specification By adding organo silane nanotechnology addisive material to bitumen binder @ 0.1% of bitumen | BI01010001010000000000000515BI0100001127 | 24119.8 | Sqm. |
| 17 | 1.16 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001128 | 6.13 | MT |
| 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 M30 (Grade), coarse a and find aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm., 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,) sprading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous 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 | BI01010001010000000000000515BI0100001129 | 1523.7 | Cum. |
| 19 | 1.18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications R.C.C. grade M 20 | BI01010001010000000000000515BI0100001130 | 292.5 | Cum. |
| 20 | 1.19 | 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 upto a lead of all , dressing of sides and bottom and backfilling in trenches with excavated suitable material (1)Ordinary soil(I) Upto 3 m Depth | BI01010001010000000000000515BI0100001131 | 982.22 | Cum. |
| 21 | 1.2 | Providing and laying 750 mm dia pipes reinforced cement concrete pipe NP3 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 | BI01010001010000000000000515BI0100001132 | 237.5 | Rmt |
| 22 | 1.21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (II) P.C.C grade M 15 | BI01010001010000000000000515BI0100001133 | 719.45 | Cum. |
| 23 | 1.22 | 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 | BI01010001010000000000000515BI0100001134 | 35 | No. |
| 24 | 1.23 | 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 | BI01010001010000000000000515BI0100001135 | 147 | Cum. |
| 25 | 1.24 | Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width)) Estimate enclosed (Using of OGPC) | BI01010001010000000000000515BI0100001136 | 12 | No. |
| 26 | 1.25 | 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 GI pipe 50 mm dia 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 drawings and Technical Specification 900 mm equilateral & triangle | BI01010001010000000000000515BI0100001137 | 71 | No. |
| 27 | 1.26 | 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 GI pipe 50 mm dia 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 drawings and Technical Specification 600 mm Circular | BI01010001010000000000000515BI0100001138 | 55 | No. |
| 28 | 1.27 | 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 GI pipe 50 mm dia 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 drawings and Technical Specification 900 mm Octagonal | BI01010001010000000000000515BI0100001139 | 4 | No. |
| 29 | 1.28 | 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 GI pipe 50 mm dia 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 drawings and Technical Specification 600 mm x 450 mm rectangular | BI01010001010000000000000515BI0100001140 | 16 | No. |
| 30 | 1.29 | 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 GI pipe 50 mm dia 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 drawings and Technical Specification 300 mm x 900 mm rectangular As per RA (Hazards) | BI01010001010000000000000515BI0100001141 | 14 | No. |
| 31 | 1.3 | Chevron Alignment Sign 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 As per RA | BI01010001010000000000000515BI0100001142 | 272 | No. |
| 32 | 1.31 | Printing New Letters and Figures of any Shade 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 Gujarati (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) | BI01010001010000000000000515BI0100001143 | 1500 | per cm Height |
| 33 | 1.32 | Printing New Letters and Figures of any Shade 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 Gujatari | BI01010001010000000000000515BI0100001144 | 1500 | per cm Height |
| 34 | 1.33 | Providing and fixing of a typical design of PMGSY informatory sign board is shown in fig. The specification and installation details of the typical sign board are given below: (i) The board will be a composite unit consisting of three plate of Aluminiums composite materials (ACM), material specifications as per Technical specification . The top most plate will be in diamond shape of 600mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The middle plate will be 1200mm X 150mm size riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The main lower most plate will be 1500mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm 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. 75mm X 75mm (12 SWG) sheet tubes post placed at 1125mm apart center to center. The top of the middle plate will be flushed with the top of 75mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450mm X 450mm X 600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm 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 47mm X 47mm thickness 12 SWG having a spacing of 100mm 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 Technical specification. Messages/Borders. All the sections of the 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. | BI01010001010000000000000515BI0100001145 | 4 | No. |
| 35 | 1.34 | Providing & fixing of typical PMGSY Citizen's information board as per drawing , 2 No. 433 thick ACM plate of 900 X 750 mm fixed at top and bottom duly welded diagonally with MS square hollow section 75 X 75 X 5 mm thick as per standard design of national rural infrastructure development agency. Painting lettering with retroreflective sheeting class B as per drawing square hollow section post duly embadded in M20 (600 X 600 X 750 mm) as per drawing | BI01010001010000000000000515BI0100001146 | 4 | No. |
| 36 | 1.35 | Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 | BI01010001010000000000000515BI0100001147 | 14 | No. |
| 37 | 1.36 | Road Markers/Road Stud with Lens Reflector\nCrushed stone materials Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | BI01010001010000000000000515BI0100001148 | 272 | No. |
| 38 | 1.37 | 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 1. 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001149 | 3 | No. |
| 39 | 1.38 | 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 2.Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001150 | 12 | No. |
| 40 | 1.39 | 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 3. 200 m stone (precast) | BI01010001010000000000000515BI0100001151 | 46 | No. |
| 41 | 1.4 | Boundary Pillar 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 | BI01010001010000000000000515BI0100001152 | 684 | No. |
| 42 | 1.41 | Road Marking with hot thermoplastic Painting lines, dashes, arrows, etc. on roads in two coats on old 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 | BI01010001010000000000000515BI0100001153 | 3518.8 | Sqm |
| 43 | 1.42 | Fillling in foundation trenches as per drawing and technical specification | BI01010001010000000000000515BI0100001154 | 66.54 | Cum. |
| 44 | 1.43 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications\n(I) Stone/Boulder | BI01010001010000000000000515BI0100001155 | 113.22 | Cum. |
| 45 | 1.44 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001156 | 26.56 | Cum. |
| 46 | 1.45 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row \nProviding and laying reinforced cement concrete pipe NP3 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 | BI01010001010000000000000515BI0100001157 | 80 | Rmt |
| 47 | 1.46 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications | BI01010001010000000000000515BI0100001158 | 214.65 | sqm |
| 48 | 1.47 | Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of stone masnory disposal unserviceable material & stacking the serviceable material with all lift & lead as per Technical specifications | BI01010001010000000000000515BI0100001159 | 81.17 | Cum. |
| 49 | 1.48 | Removing all type of hume pipe & stacking includiung earth work & dismentaling of masnory work as per technical specification | BI01010001010000000000000515BI0100001160 | 45 | Rmt |
AI Tender Summary
Tender Timeline
Apr 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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