Widening & Strengthening Of Gaduli Siyot Guneri Road At Ch.0+000 To 14+280,Ta-Lakhpat, Dist.-Bhuj
Tender Value
6.08 Crore
Estimated cost
Bid Submission
17 Mar 2021
0 days left
EMD
12.16 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
Bhuj → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening & Strengthening Of Gaduli Siyot Guneri Road At Ch.0+000 To 14+280, Ta-Lakhpat, Dist.-Bhuj
BOQ
| Name of Work: Widening & Strengthening of Gaduli Siyot Guneri Road at Ch.0+000 to 14+280,Ta-Lakhpat, Dist.-Bhuj | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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, with all lead including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 7.14 | Hect |
| 2 | 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001114 | 29225.5 | Cum |
| 3 | 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead and lift as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 53565 | Smt |
| 4 | 4 | Construction of embankment with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement with all lead & lift as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 10550 | Cum |
| 5 | 5 | Construction of 150 mm thick granular sub-base ( GR - I) 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. | BI01010001010000000000000515BI0100001114 | 4793.83 | Cum |
| 6 | 6 | Providing, laying, spreading and compacting 150 mm thick 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. | BI01010001010000000000000515BI0100001114 | 11937.5 | Cum |
| 7 | 7 | Construction of 100 mm thick HARD SIDE SHOULDER by providing Qarry Spall 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. | BI01010001010000000000000515BI0100001114 | 2856.8 | Cum |
| 8 | 8 | 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 1.05 kg/sqm using mechanical means as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 79215.7 | Smt |
| 9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 79215.7 | Smt |
| 10 | 10 | 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 or Type B or Type C | BI01010001010000000000000515BI0100001114 | 79591.9 | Smt |
| 11 | 11 | 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 C, as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 79215.7 | Smt |
| 12 | 12 | Providing & Casting in situ Controlled Cement Concrete M-30 for C.C. road including tamping ,vibrating, finishing and curing complete.Finishing the cement concrete road by trimix process inclusive of labour charges for trimix vacuum dewatering process on cement concrete road by using vacuum dewatering pump, surface floater, surface vibrator including channeling & making grooves & rough finish to surface by providing expansion joints, contraction joint & construction joints with fillings of joints with asphalt filler as per direction by engineer incharge & as per specification. | BI01010001010000000000000515BI0100001114 | 282.45 | Cum |
| 13 | 13 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001114 | 3.7 | MT |
| 14 | 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 with all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3m Depth | BI01010001010000000000000515BI0100001114 | 1360.56 | Cum |
| 15 | 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications . PCC grade M15 (Hand Mixing) | BI01010001010000000000000515BI0100001114 | 170.44 | Cum |
| 16 | 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. PCC grade M15 (Nominal Mix) | BI01010001010000000000000515BI0100001114 | 1744.33 | Cum |
| 17 | 17 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and jointing the pipes in cm 1:2 watering and laying (To level of slope ) of I.S class NP-3 casted by vertically vibrated technology of following internal\ndiameters. 1000 mm Dia. Pipe | BI01010001010000000000000515BI0100001114 | 261 | Rmt |
| 18 | 18 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and jointing the pipes in cm 1:2 watering and laying (To level of slope ) of I.S class NP-3 casted by vertically vibrated technology of following internal\ndiameters. 1200 mm Dia. Pipe | BI01010001010000000000000515BI0100001114 | 63 | Rmt |
| 19 | 19 | Numbering the C.D.work with approved paint including all materials for paintings etc. complete. | BI01010001010000000000000515BI0100001114 | 38 | No. |
| 20 | 20 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) in substructrue complete as per drawings and technical specification Clauses | BI01010001010000000000000515BI0100001114 | 6.9 | MT |
| 21 | 21 | 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. | BI01010001010000000000000515BI0100001114 | 627 | No. |
| 22 | 22 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause | BI01010001010000000000000515BI0100001114 | 1109.37 | Smt |
| 23 | 23 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications. | BI01010001010000000000000515BI0100001114 | 923.04 | Cum |
| 24 | 24 | 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 as per Technical Specification Clause | BI01010001010000000000000515BI0100001114 | 985.67 | Cum |
| 25 | 25 | Removing all types of Hume pipes and stacking within all lead and lift including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause | BI01010001010000000000000515BI0100001114 | 130 | Rmt |
| 26 | 26 | Reinforced cement concrete M15 grade 5 th 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 | BI01010001010000000000000515BI0100001114 | 3 | No |
| 27 | 27 | 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 . | BI01010001010000000000000515BI0100001114 | 11 | No |
| 28 | 28 | Reinforced cement concrete M15 grade 200 m 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 | BI01010001010000000000000515BI0100001114 | 57 | No. |
| 29 | 29 | 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and Technical Specification (Including letters and figures Village / Junction Name Board | 22 | No | |
| 30 | 30 | Place Identification | 18 | No | |
| 31 | 31 | Hazard Markers | 38 | No | |
| 32 | 32 | Warning Sign | 20 | No | |
| 33 | 33 | Stop Sign | 18 | No | |
| 34 | 34 | Chevron Sign | 72 | No | |
| 35 | 35 | Mandatory | BI01010001010000000000000515BI0100001114 | 16 | No |
| 36 | 36 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. The board will be a composite unit consisting of three Plates Aluminium Composite Materials (ACM), material specifications .The top most plate will be in diamond shape of 600 mm x 600 mm size, riveted with MS angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted with MS angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The main lower most MS plate will be 1500 mm x 600 mm size, riveted with MS angle iron frame of 25 mm x 25 mm x 5 mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom o· middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over flat angle iron frame will be connectec to middle plate by square steel section of 47 mm x 47 mm, thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point o.: the diamond shaped plate. Lettering and printing arrows, border pmgsy logo on top plate shall be as per clause 17041.4.6 Messeages / borders All the sections of frames and posts will be painted with primer and two coats of epoxy paint. the steel tube below gorund level will be painted with three coat of epoxy paint. The design painting and lettering shall be done as per approved drawings | BI01010001010000000000000515BI0100001114 | 2 | No. |
| 37 | 37 | 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 | BI01010001010000000000000515BI0100001114 | 2 | No. |
| 38 | 38 | PProviding and fixing logo board of Pradhan Mantri Gram Sadak Yojana 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 drawings incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 | BI01010001010000000000000515BI0100001114 | 16 | No. |
| 39 | 39 | 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. | BI01010001010000000000000515BI0100001114 | 4966.43 | Smt |
| 40 | 40 | Providing 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 Clause 1106.(For 600mm NP+3 Pipe)) | BI01010001010000000000000515BI0100001114 | 285.68 | Rmt |
| 41 | 41 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause. | BI01010001010000000000000515BI0100001114 | 75 | Rmt |
AI Tender Summary
Tender Timeline
Mar 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 17, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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