Upgradation And Maintenance Of Road From T03-Odr-2 Jogwada To Pandhargala-Warud-Jintur-Ghevanda-Khardadi To Odr-05 Km 0 / 000 To 9 / 690 Tq.Jintur Di.Parbhani
Tender Value
5.99 Crore
Estimated cost
Bid Submission
03 May 2023
0 days left
EMD
3.27 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jintur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation And Maintenance Of Road From T03-Odr-2 Jogwada To Pandhargala-Warud-Jintur-Ghevanda-Khardadi To Odr-05 Km 0 / 000 To 9 / 690 Tq.Jintur Di.Parbhani
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-May-2023 | corigendum 1 | Other | 03-May-2023 |
BOQ
| Sl. No. | Item Description |
| 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 2 | Scarifying the existing bituminous road- Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 3 | Excavation for roadwork in soil with hydraulic excavator -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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 4 | Earth work for Embankment-Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 6 | Construction of sub grade 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 of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 7 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(Grade -1) |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 10 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm. Using mechanical means as per Technical Specification Clause 502 |
| 11 | 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 Clause 503. |
| 12 | Providing, 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 or emulsion to required line, grade and level by Paver finisher 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 as per Technical Specification Clause 508. (excluding seal coat)(By Using Waste Plastic) |
| 13 | Providing and layingseal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 14 | ConstructionofDryleancementconcreteSubbaseovera prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cementcontentnottobelessthan150kg/cum,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronicsensor /by suitable means as approvedby Engineer incharge,compactingwithvibratoryroller,finishing,curing and includingpreparationof subgrade surface if requiredetc. complete. |
| 15 | White topping on concrete overlay for Urban road Construction of Thin White Topping plain cement concrete pavement over a prepared subbase with 43 grade cement, coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by flyash to the extent of 15 percent and sand by 10 percent, mixed in abatching and mixing plant as per approved mixdesign, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m X 1m, joint filler, seal ant primer, joints ealant, debonding strip, dowel bar, tierod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and gradesas per drawing |
| 16 | Reinforced cement concrete M15grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar |
| 17 | Reinforced cement concrete M15grade 5 th Kilometer Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5 th Kilometer Stone |
| 18 | Reinforced cement concrete M15grade kOrdinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 19 | Reinforced cement concrete M15grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast) |
| 20 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates 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 Clause 1701 and Annexure 1700.1 |
| 21 | Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) |
| 22 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600 mm equilateral Trangle) |
| 23 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 .(600 mm equilateral Cricle ) |
| 24 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 .(800 mm x 600 mm rectangular e) |
| 25 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 .(4500 mm x 600 mm rectangular e) |
| 26 | Providing and laying reinforced cement concrete pipe NP2 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 Clause 1106.600 mm Dia |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 28 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 29 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet. |
| 30 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling |
| 31 | Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing. (1000 mm dia.) |
| 32 | Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placingin form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Nominal Mix1:3:6 |
| 33 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.Nominal Mix1:2.5:5 |
| 34 | 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 614, 709, 1204.3.7 |
| 35 | Construction of sub grade 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 of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
AI Tender Summary
Tender Timeline
Apr 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 03, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 08, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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