Construction Of L . S . B . In Km . 0/100 On Wadiguda Approch Road Across Lamdi Nalla ( V . R . - 26 ) In Ta . Jiwati And Distt . Chandrapur Construction Of L . S . B . In Km . 0/100 On Wadiguda Approch Road Across Lamdi Nalla ( V . R
Tender Value
1.82 Crore
Estimated cost
Bid Submission
19 Jun 2020
0 days left
EMD
1.83 Lakhs
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jiwati → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of L . S . B . In Km . 0 / 100 On Wadiguda Approch Road Across Lamdi Nalla ( V . R . - 26 ) In Ta . Jiwati And Distt . Chandrapur Construction Of L . S . B . In Km . 0 / 100 On Wadiguda Approch Road Across Lamdi Nalla ( V . R . - 26 ) In Ta . Jiwati And Distt . Chandrapur
BOQ
| Name of Work: Construction of L.S.B. in Km. 0/100 on Wadiguda Approch Road Across Lamdi Nalla [ V.R. - 26 ] in ta. Jiwati & Distt. Chandrapur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 of 1000m as per Technical Specification Clause 202. | 340.5 | One Cubic Metre | |
| 2 | 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works C) Above 900mm Ø Hume Pipe | 135 | One Running Meter | |
| 3 | 3 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materia | |||
| 4 | 3.01 | I) Ordinary soil | 374.85 | One Cubic Metre | |
| 5 | 3.02 | II) Ordinary rock (not requiring blasting) | 226.8 | One Cubic Metre | |
| 6 | 3.03 | III) Hard rock (blasting Prohibited) | 128.7 | One Cubic Metre | |
| 7 | 4 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. | |||
| 8 | 4.01 | A1) For Abutment | 250.03 | One Cubic Metre | |
| 9 | 4.02 | A2) For Pier. | 244.98 | One Cubic Metre | |
| 10 | 4.03 | A3) For Return | 170.87 | One Cubic Metre | |
| 11 | 5 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 494.8 | One Cubic Metre | |
| 12 | 6 | Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings | 121.33 | One Cubic Metre | |
| 13 | 7 | Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings | 172.8 | One Cubic Metre | |
| 14 | 8 | Plain cement concrete Grade M-15 in substructure complete as per drawings | 54.1569 | One Cubic Metre | |
| 15 | 9 | Reinforced cement concrete M-20 in substructure complete as per drawings | 193.1 | One Cubic Metre | |
| 16 | 10 | Plain cement concrete M-25 in substructure complete as per drawings | 557.054 | One Cubic Metre | |
| 17 | 11 | Reinforced cement concrete M-25 in substructure complete as per drawings | 116.09 | One Cubic Metre | |
| 18 | 12 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing | 216.65 | One Cubic Metre | |
| 19 | 13 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing | 23.91 | One Cubic Metre | |
| 20 | 14 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing | 78 | One Number | |
| 21 | 15 | Construction of R.C.C. ralling (Parapet) of M-25 grade in Cast -in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500 m center -to center spacing between vertical posts not to exceed 2000 mm. as per drawing. | 136.93 | One Running Meter | |
| 22 | 16 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing. i) Abutment ii) Pier iii) Solid Return . | 22.16 | One Metric Tonne | |
| 23 | 17 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing. i) Abutment ii) Pier iii) Solid Return . | 14.81 | One Metric Tonne | |
| 24 | 18 | Expansion joint with 25 mm thich bitumenous pad. | 37.01 | One Square Meter | |
| 25 | 19 | Providing Tar paper bearing of approved quality in proper size etc. complete.. | 37.554 | One Square Meter | |
| 26 | 20 | 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 | 44.63 | One Cubic Metre | |
| 27 | 21 | Backfilling behind abutment, wing wall and return wall complete as per drawings | 73.62 | One Cubic Metre | |
| 28 | 22 | Sand filling in foundation trenches as per drawing | 206.3 | One Cubic Metre | |
| 29 | 23 | Providing rubble filling in foundation trenching as per drawing | 102.3 | One Cubic Metre | |
| 30 | 24 | Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. | 0.75 | One Square Meter | |
| 31 | 25 | Drainage spouts complete as per drawing | 28 | One Number | |
| 32 | 26 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area | 1005 | One Square Meter | |
| 33 | 27 | 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. | 873.18 | One Cubic Metre | |
| 34 | 28 | 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 | 519.889 | One Cubic Metre | |
| 35 | 29 | 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 | 6.18281 | One Cubic Metre | |
| 36 | 30 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction | 236.25 | One Cubic Metre | |
| 37 | 31 | Construction of subgrade 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 | 40.86 | One Cubic Metre | |
| 38 | 32 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete | 3.75 | One Cubic Metre | |
| 39 | 33 | 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 Clause 401. | 105.86 | One Cubic Metre | |
| 40 | 34 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 | 52.88 | One Cubic Metre | |
| 41 | 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 | 52.88 | One Cubic Metre | |
| 42 | 36 | Construction of Hard Shoulders | 67.2 | One Cubic Metre | |
| 43 | 37 | 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 | 705 | One Square Meter | |
| 44 | 38 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom | 705 | One Square Meter | |
| 45 | 39 | 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 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 | 705 | One Square Meter | |
| 46 | 40 | Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall | 705 | One Square Meter | |
| 47 | 41 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing | 210 | One Number | |
| 48 | 42 | 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 | 1 | One Number | |
| 49 | 43 | 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 colour in front and gray colour 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 colour 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 | |||
| 50 | 43.01 | 900 mm equilatral and triangle | 2 | One Number | |
| 51 | 43.02 | 600 mm equilatral and triangle | 2 | One Number | |
| 52 | 44 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. | 1 | One Number | |
| 53 | 45 | Providing and laying pitching on slopes laid over prepared filter media as per drawing | 8.51 | One Cubic Metre | |
| 54 | 46 | Providing and laying filter material underneath pitching in slopes complete as per drawing | 3.7 | One Cubic Metre | |
| 55 | 47 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings | 20 | One Number | |
| 56 | 48 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | 20 | One Number | |
| 57 | 49 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (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 810) | 70 | One Running Meter | |
| 58 | 50 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. | 20 | One Running Meter | |
| 59 | 51 | Cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201 (Item No. 2.30 (ii) P.No.8) | 2 | One Number | |
| 60 | 52 | Plantation of Trees Including Maintance for 5 Year | 10 | One Number | |
| 61 | 53 | Raising of Electric Poles etc. Complete | 1 | One Number | |
| 62 | 54 | Shifting of Electric Poles etc. Complete | 1 | One Number | |
| 63 | 55 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. | 15 | One Running Meter |
AI Tender Summary
Tender Timeline
Jun 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 19, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 22, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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