Improvement Of T01-Vadnagar Traswad Pimpaldar Road , Ta Vadnagar , Dist . Mehsana From Km 0 . 0 To 8/400 Improvement Of T01-Vadnagar Traswad Pimpaldar Road , Ta Vadnagar , Dist . Mehsana From Km 0 . 0 To 8/400Under Pmgsy Block Vadnagar Dist Mahesana
Tender Value
2.26 Crore
Estimated cost
Bid Submission
07 May 2021
0 days left
EMD
4.83 Lakhs
Bank guarantee accepted
Document Fee
36000
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
Improvement Of T01-Vadnagar Traswad Pimpaldar Road , Ta Vadnagar , Dist . Mehsana From Km 0 . 0 To 8/400 Improvement Of T01-Vadnagar Traswad Pimpaldar Road , Ta Vadnagar , Dist . Mehsana From Km 0 . 0 To 8/400Under Pmgsy Block Vadnagar Dist Mahesana
BOQ
| Name of Work:- Improvement of T01-Vadnagar Traswad From 0/00 to Pimpaldar Road 08/400 , Dist:- Mehasana, Block:- Vadnagar(Package no:GJ1407P3). | |||||
|---|---|---|---|---|---|
| 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 | 1.41 | Hect |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001114 | 1073.45 | Cum. |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001115 | 858.76 | Cum. |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001116 | 3519.49 | Cum. |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001117 | 9.2 | Cum. |
| 7 | 1.06 | 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 | BI01010001010000000000000515BI0100001118 | 9.9 | Cum. |
| 8 | 1.07 | Construction of HARD SHOULDER 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 | BI01010001010000000000000515BI0100001119 | 1409 | Cum. |
| 9 | 1.08 | 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 | BI01010001010000000000000515BI0100001120 | 44 | Sqm |
| 10 | 1.09 | 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 (VG30) | BI01010001010000000000000515BI0100001121 | 38747.5 | Sqm |
| 11 | 1.1 | Bituminous Macadam Providing and laying bituminous macadam(VG30) 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 50mm Thick, Bituem @3.3% | BI01010001010000000000000515BI0100001122 | 1937.38 | Cum. |
| 12 | 1.11 | 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/sqm) | BI01010001010000000000000515BI0100001123 | 38747.5 | Sqm |
| 13 | 1.12 | 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 | BI01010001010000000000000515BI0100001124 | 38747.5 | Sqm |
| 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 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 | BI01010001010000000000000515BI0100001125 | 55 | Cum. |
| 15 | 1.14 | 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 | BI01010001010000000000000515BI0100001126 | 133.86 | Cum. |
| 16 | 1.15 | Laying Cement Concrete Pipe NP4 (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 parapet 500 mm dia | BI01010001010000000000000515BI0100001127 | 100 | Rmt. |
| 17 | 1.16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (II) P.C.C grade M 15 | BI01010001010000000000000515BI0100001128 | 138.02 | Cum. |
| 18 | 1.17 | Speed Braker (For 9.0 mt.formation width (5.5 carriage way width) as per technical specification | BI01010001010000000000000515BI0100001129 | 6 | No.. |
| 19 | 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 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 | BI01010001010000000000000515BI0100001130 | 20 | No. |
| 20 | 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 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 | BI01010001010000000000000515BI0100001131 | 11 | No. |
| 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 vide 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 | BI01010001010000000000000515BI0100001132 | 1 | 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 vide 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 | BI01010001010000000000000515BI0100001133 | 2 | 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 vide 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) | BI01010001010000000000000515BI0100001134 | 12 | No. |
| 24 | 1.23 | 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 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 As per RA | BI01010001010000000000000515BI0100001135 | 26 | No. |
| 25 | 1.24 | 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 and even shade as per drawings and Technical Speficifation Gujrati (Matras Commas and the like not to be measured and paid for. Half letters shall be counted as half only) | BI01010001010000000000000515BI0100001136 | 2000 | per Cm. height |
| 26 | 1.25 | 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 and even shade as per drawings and Technical Speficifation English and Gujrati | BI01010001010000000000000515BI0100001137 | 2000 | per Cm. height |
| 27 | 1.26 | 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. | BI01010001010000000000000515BI0100001138 | 2 | No. |
| 28 | 1.27 | Road Markers / Road stud with lens reflector Providing and fixing of road stud 100x100 mm die cast in aluminium restant to corrosive effect on salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in suitable bituminous grout or epoxy mortar | BI01010001010000000000000515BI0100001139 | 660 | No. |
| 29 | 1.28 | Providing & fixing of typical PMGSY Citizen's information board as per drawing , 2 nos. 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 | BI01010001010000000000000515BI0100001140 | 2 | No. |
| 30 | 1.29 | 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 | BI01010001010000000000000515BI0100001141 | 7 | No. |
| 31 | 1.3 | 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) | BI01010001010000000000000515BI0100001142 | 2 | No. |
| 32 | 1.31 | 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) | BI01010001010000000000000515BI0100001143 | 8 | No. |
| 33 | 1.32 | 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) | BI01010001010000000000000515BI0100001144 | 34 | No. |
| 34 | 1.33 | Boundary piller reinforced cement concrete M-15 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 | 100 | No. |
| 35 | 1.34 | Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Bends on Bituminious surface. 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 | BI01010001010000000000000515BI0100001146 | 2133.25 | Sqm |
| 36 | 1.35 | 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 | BI01010001010000000000000515BI0100001147 | 8.25 | Cum. |
AI Tender Summary
Tender Timeline
May 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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