Construction/Upgradation Of Road Or-09-195/Pmgsy-Iii , Ph-I Mrl11-Pandua To Anlabereni Chhak Via Khuntabati
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Feb 2021
0 days left
EMD
4.65 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Kamakhyanagar → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction / Upgradation Of Road Or-09-195 / Pmgsy-Iii , Ph-I Mrl11-Pandua To Anlabereni Chhak Via Khuntabati
BOQ
| Name of Work: Pandua to Anlabereni chhak via Khuntabati road under PMGSY Package No.OR-09-195/PMGSY-III,Phase-I(2020-21) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001113 | 13102.5 | Sqm |
| 2 | 2 | Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. | BI01010001010000000000000515BI0100001116 | 13102.5 | Sqm |
| 3 | 3 | Dismantling of existing structures, like culverts bridges, retaining walls and other structures compreising of stone masonry, including unserviceable materials and stacking the serivceable matering with all lift and lead of 1000m as per Technical Specification Clauses 202 and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001116 | ||
| 4 | 4 | R.R. stone masonary in cement mortar | BI01010001010000000000000515BI0100001116 | 57.07 | Cum |
| 5 | 5 | Cement Concrete | BI01010001010000000000000515BI0100001117 | 6.93 | Cum |
| 6 | 6 | 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means of MORD by manual means etc. complete as per direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001118 | 25080 | Sqm |
| 7 | 7 | Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5 etc. complete as per direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001119 | 2137.07 | Cum |
| 8 | 8 | Construction of emabnkment with approved materials obtained from borrow pit with a lift upto 1.5m transporting to site, spreading,grading to required slope and compacting to meet requirement of tables300.1 and 300.2 with a lead upto 1000m & as per theTechnical specification caluse 301.5 including royality ect.complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 12961.3 | Cum |
| 9 | 9 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 | BI01010001010000000000000515BI0100001121 | 2445.8 | Cum |
| 10 | 10 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per clause 309 of MoRD specification and the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001122 | 9325.77 | Sqm |
| 11 | 11 | Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. | BI01010001010000000000000515BI0100001116 | 986.3 | Cum |
| 12 | 12 | Construction of granular sub-base (Grading III) by providing well graded material such as moorum & sand admixture, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC so as to achieve PI value less than 6 and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge. including royalty etc. complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 1201.14 | Cum |
| 13 | 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening biding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | ||
| 14 | 14 | a) Grading No.- 2 Material (63-45mm) size | BI01010001010000000000000515BI0100001122 | 927.89 | Cum |
| 15 | 15 | b) Grading No.- 3 Material (53-22.4mm) size | BI01010001010000000000000515BI0100001122 | 1446.64 | Cum |
| 16 | 16 | Providing and applying primer coat with bitumen emulsion (SS1) 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 of MoRD for low porosity surface including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge. | BI01010001010000000000000515BI0100001117 | 19288.4 | Sqm |
| 17 | 17 | Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge. | BI01010001010000000000000515BI0100001118 | 19288.4 | Sqm |
| 18 | 18 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 viscocity grade bitumen 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 Clause 508 of MoRD by mechanical means as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 19288.4 | Sqm |
| 19 | 19 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with VG-30 grade bitumen laid by mechanical means as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 19288.4 | Sqm |
| 20 | 20 | Earthwork in excavation for foundation of structures in ordinary soil up to 3 m depth as per drawing and technical specification Clause 305.1 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.etc. complete as directed by the Engineer -in- charge. | BI01010001010000000000000515BI0100001117 | 1033.03 | Cum |
| 21 | 21 | Construction of un-reinforced penal cement concrete pavement (750mm x 750mm) thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm and using plastisizer as approved, 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, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant on the joint as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grades as per clause 1501 of MORD specification for rural roads including cost, conveyance, royality, taxes, labour and T&P required for the work and as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001120 | 367.59 | Cum |
| 22 | 22 | Providing concrete for plain cement concrete in open foundation P.C.C. grade M-15 Nominal mix (1:2.5:5) complete as per drawings and technical specification clause 802, 804, 805, 806, 807, 1202 & 1203 of MORD including cost, conveyance,royality and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 354.06 | Cum |
| 23 | 23 | Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001122 | 268.6 | Cum |
| 24 | 24 | Providing and laying reinforced cement concrete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001123 | ||
| 25 | 25 | Deck Slab | BI01010001010000000000000515BI0100001113 | 40.2 | Cum |
| 26 | 26 | Abutment | BI01010001010000000000000515BI0100001114 | 32.18 | Cum |
| 27 | 27 | Raft | BI01010001010000000000000515BI0100001116 | 40.2 | Cum |
| 28 | 28 | Providing and laying cement concrete M-25 wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001118 | 7.54 | Cum |
| 29 | 29 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001117 | ||
| 30 | 30 | Deck Slab | BI01010001010000000000000515BI0100001118 | 40.2 | Qtl |
| 31 | 31 | Abutment | BI01010001010000000000000515BI0100001116 | 29.57 | Qtl |
| 32 | 32 | Raft | BI01010001010000000000000515BI0100001118 | 40.2 | Qtl |
| 33 | 33 | 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | BI01010001010000000000000515BI0100001118 | 26.8 | Rmt |
| 34 | 34 | 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 and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001117 | 36.09 | Cum |
| 35 | 35 | Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 of MORD as per direction of the Engineer in charge. | BI01010001010000000000000515BI0100001118 | 2 | No |
| 36 | 36 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. | BI01010001010000000000000515BI0100001119 | 13 | No |
| 37 | 37 | 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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001116 | 198 | Rmt. |
| 38 | 38 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001118 | 113.4 | Cum |
| 39 | 39 | 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 reflectiveborder 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 as per approved drawing Clause 1701.2.2 of MoRD etc. complete as directed by the Engineer -in- charge. | BI01010001010000000000000515BI0100001117 | ||
| 40 | 40 | a) 900mm equilateral triangle | BI01010001010000000000000515BI0100001118 | 8 | No |
| 41 | 41 | b) 600mm Circular | BI01010001010000000000000515BI0100001119 | 9 | No |
| 42 | 42 | c) 800mmX600mm Rectangular | BI01010001010000000000000515BI0100001118 | 9 | No |
| 43 | 43 | Reinforced cement concrete M15 grade Kilomitre stone of Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete as directed by the Engineer -in- charge. | BI01010001010000000000000515BI0100001118 | ||
| 44 | 44 | a) Fixing of 1Km stone (precast) | BI01010001010000000000000515BI0100001118 | 5 | No |
| 45 | 45 | b) Fixing of 200m stone (precast) | BI01010001010000000000000515BI0100001116 | 17 | No |
| 46 | 46 | Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 180 | No |
| 47 | 47 | 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 of MoRD etc. complete as directed by the Engineer -incharge. | BI01010001010000000000000515BI0100001113 | 2 | No |
| 48 | 48 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 Clause 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 8 | No |
| 49 | 49 | Providing and fixing of typical PMGSY Citizen information board as per MORD specification and drawing .Three MS plates of 50X 5mm thick back plate duly welded with 75mm dia steel tubes on edges as per drawings.The lower & upper plate will be welded with M.S. flat iron frame of 50mm x5mm.The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x600mm x750mm below ground level.All M.S. will be stone enameled on both sides .Lettering and printing arrows, border etc. will be 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 annexcure 1700 i and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 3 | No |
| 50 | 50 | Providing and fixing of PMGSY Logo Board as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm thick as per specification and direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001116 | 1 | No |
| 51 | 51 | 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. | BI01010001010000000000000515BI0100001117 | 150 | Sqm |
| 52 | 52 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | |||
| 53 | 53 | 1 st year | BI01010001010000000000000515BI0100001125 | 4.18 | Km |
| 54 | 54 | 2 nd year | BI01010001010000000000000515BI0100001126 | 4.18 | Km |
| 55 | 55 | 3 rd year | BI01010001010000000000000515BI0100001127 | 4.18 | Km |
| 56 | 56 | 4 th year | BI01010001010000000000000515BI0100001128 | 4.18 | Km |
| 57 | 57 | 5 th year | BI01010001010000000000000515BI0100001129 | 4.18 | Km |
AI Tender Summary
Tender Timeline
Jan 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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