Widening And Strengthening Of Lathi Taluka Under Pmgsy-Iii Batch-2- 2020-21 Of Widening And Strengthening To Damnagar-Rabhada-Bhatvadar-Bhamariya Road Km. 0-000 To 7-540, Ta- Lathi, Dist- Amreli Package No-Gj0207p3
Tender Value
4.39 Crore
Estimated cost
Bid Submission
29 Oct 2021
0 days left
EMD
8.78 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amreli Works → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Lathi Taluka Under Pmgsy-Iii Batch-2- 2020-21 Of Widening And Strengthening To Damnagar-Rabhada-Bhatvadar-Bhamariya Road Km. 0-000 To 7-540, Ta- Lathi, Dist- Amreli Package No-Gj0207p3
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Construction of embankment with approved materials obtained from borrow pits with all lift up and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table with all lead as per Technical specification |
| 3 | Excavation for roadway in soil Including Earthen Drain using manual means for carrying of cut earth to embankment sitewith all lift and lead as per Technical specification |
| 4 | 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 |
| 5 | Construction of Sub-grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirementwith all lead as per Technical Specification |
| 6 | Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirementfor subgrade construction as per Technical specification (Mechnical Stabilization) |
| 7 | Construction of Granular sub-base Grade-II (CBR Not < 20) 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 compactingsmooth wheel roller to achive the desired density, complete as per Technical specificationIncluding Hard Shoulder |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | Open-Graded Premix CarpetProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-30 , 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 B as per Technical Specification (BT Content 14.6 kg/10Sqmt.) |
| 12 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, VG-30 grade and cross fall using Type B as per Technical Specification |
| 13 | Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS, the size of coarse aggregate not exceeding25 mm with minimum aggregate cement ratio of 5:1 mm and with minimumcemnt content of 310 kg per cum, aggregate gradation to be as per Technical specification after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification (M-30) |
| 14 | Construction of lined drain with excevation, upto 1.5 m and disposal of excavated material in all lead with lining in M:15 grade Concrete and base in M:10 grade concrete including all Soaring,formwork,Cary etc. Completed as per technical specification |
| 15 | 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) |
| 16 | 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 specificationOrdinary K.M. stone (precast) |
| 17 | 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) |
| 18 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes 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.Junction Board |
| 19 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum 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 meanes 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.(Village Name Bord) |
| 20 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum 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 meanes 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.(Hazard Markers) |
| 21 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum 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 meanes 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.(Delineators) |
| 22 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum 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 meanes 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.(Warning signs) |
| 23 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum 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 meanes 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.(Stop signs (900mm octagonal) |
| 24 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum 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 meanes 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.(Mandatory signs 900mm) |
| 25 | Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum 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 meanes 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.(Chevron signs) |
| 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. |
| 27 | Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand 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 |
| 28 | Providing & fixingof 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 |
| 29 | 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 cleaing the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification(Edge Line & Centre Line and At Spped Breakers, Bump & Rumble Strips) |
| 30 | Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (Engineer grade) (On Junctions and At Speed Breakers) |
| 31 | 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. |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications(A) PCC M15, Face Wall,Pipe Portion, Deduction in Pipe Portion,Undr Base Slab,Under Wing Wall,Under Curtain wall Type-II |
| 33 | Providing and laying reinforced cement concrete pipe NP4 (1200mm dia.) for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. |
| 34 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification (Outer Side of face wall,Inner Side of Facewall, End Side of Face Wall,Top of Face Wall,Deduct Pipe Portion) |
| 35 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Technical specification, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications |
| 36 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications |
| 37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications(Curtain Wall Type-ii (PCC M20) |
| 38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (RCC Grade M25, USING Concrete Mixtype) |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications |
| 40 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification(PCC Grade M:20 Wing Wall (Qty as per MoRTH,SD No.113, Sheet 6 of 6) |
| 41 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification(RCC Grade M25, Height up to 5.00m Using Concrete Mixtre) Box Outer Wall, Middle Wall, Haunches |
| 42 | Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification |
| 43 | 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 |
| 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification |
| 45 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 (Behind Abutment/Box Wall, Behind Wing wall) |
| 46 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications rcc Grade M25, Using Concrete Mixture, for Solid Slab Super Structure, Height upto 5.00m. (Box Slab and Threshold) |
| 47 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications |
| 48 | Providing and laying flooringlaid over cement concrete bedding complete as per drawing and technical specification Rubble stone laid in cement mortar 1:3 |
| 49 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Flexible Appron on U/S & D/S Side) technical specification |
| 50 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications |
| 51 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications |
| 52 | P.C.C. M 15 ordinary grade levelling course below approach slab complete as per drawing and technical specifications |
| 53 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications |
AI Tender Summary
Tender Timeline
Oct 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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