Tender For Civil Works - Roads Work -Or-09-190 Pmgsy-Iii , Ph-1 Mrl02-Nh53 To Seneda Via Darjini
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Dec 2020
0 days left
EMD
4.11 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
tender for Civil Works - Roads work -Or-09-190 Pmgsy-Iii , Ph-1 Mrl02-Nh53 To Seneda Via Darjini
BOQ
| Name of Work: NH-53 to Seneda via darjini, under Package No. OR-09-190 /PMGSY-III,Phase-I (2020-21) | |||||
|---|---|---|---|---|---|
| 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, 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. | BI01010001010000000000000515BI0100001113 | 17640 | Sqm |
| 2 | 2 | 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 theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1 | BI01010001010000000000000515BI0100001116 | ||
| 3 | 3 | Dismantling of head walls | BI01010001010000000000000515BI0100001116 | 760 | Cum |
| 4 | 4 | 600 mm to 900 mm dia Hume pipe | BI01010001010000000000000515BI0100001116 | 95 | mtr |
| 5 | 5 | Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD | BI01010001010000000000000515BI0100001117 | 325.62 | Sqm |
| 6 | 6 | 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(As per calculation sheet enclosed) | BI01010001010000000000000515BI0100001118 | 1125 | Cum |
| 7 | 7 | Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 | BI01010001010000000000000515BI0100001119 | 11186.6 | Cum |
| 8 | 8 | 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 the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 7550 | Sqm |
| 9 | 9 | Providing and constructing well compacted drainage layer above the sub-grade of road work with approved quality of dust free washed coarse to medium sand as per item 5.8 of SP-20 and Technical Specification clause 401.5 of MORD. | BI01010001010000000000000515BI0100001121 | 181.22 | Cum |
| 10 | 10 | 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. | BI01010001010000000000000515BI0100001122 | 250.24 | Cum |
| 11 | 11 | Construction of Shoulder with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m (2000-3000) m as per Technical Specification clause | BI01010001010000000000000515BI0100001116 | 1603.89 | Cum |
| 12 | 12 | 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 & camber, applying & brooming, stone screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. | BI01010001010000000000000515BI0100001117 | ||
| 13 | 13 | i) Grading -II (With Stone Screening Materials as interstics filling) | BI01010001010000000000000515BI0100001114 | 520.44 | Cum |
| 14 | 14 | ii) Grading -III (With Stone Screening Materials as interstics filling) | BI01010001010000000000000515BI0100001122 | 1130.98 | Cum |
| 15 | 15 | 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. | BI01010001010000000000000515BI0100001122 | 15079.7 | Sqm |
| 16 | 16 | 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. | BI01010001010000000000000515BI0100001117 | 15079.7 | Sqm |
| 17 | 17 | 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. | BI01010001010000000000000515BI0100001118 | 15079.7 | Sqm |
| 18 | 18 | 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. | BI01010001010000000000000515BI0100001119 | 15079.7 | Sqm |
| 19 | 19 | Construction of Panelled 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 25mm 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work 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, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | BI01010001010000000000000515BI0100001120 | 297 | Cum |
| 20 | 20 | Earth work 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, bottom and backfilling with approved materials. | BI01010001010000000000000515BI0100001118 | 635.16 | Cum |
| 21 | 21 | Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 | BI01010001010000000000000515BI0100001122 | 82.29 | Cum |
| 22 | 22 | Plain Cement Concrete M10 in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001117 | 51.59 | Cum |
| 23 | 23 | Plain/reinforced cement concrete M15 in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001120 | 449.26 | Cum |
| 24 | 24 | R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. | BI01010001010000000000000515BI0100001122 | 10.35 | Cum |
| 25 | 25 | R.C.C. M25 in Substructre using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Abutment & Pier) | BI01010001010000000000000515BI0100001122 | 12.3375 | Cum |
| 26 | 26 | R.C.C. M25 in Superstructure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Deck Slab) | BI01010001010000000000000515BI0100001123 | 16.99 | Cum |
| 27 | 27 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD | BI01010001010000000000000515BI0100001113 | 330.02 | Cum |
| 28 | 28 | 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 as per drawing and Technical Specification clause 1302. | BI01010001010000000000000515BI0100001114 | 33.14 | Cum |
| 29 | 29 | Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001116 | 2.14 | Cum |
| 30 | 30 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001118 | ||
| 31 | 31 | Foundations | BI01010001010000000000000515BI0100001117 | 9.3 | Qntl. |
| 32 | 32 | Substructure | BI01010001010000000000000515BI0100001118 | 13.7 | Qntl. |
| 33 | 33 | Superstructure | BI01010001010000000000000515BI0100001116 | 17 | Qntl. |
| 34 | 34 | Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001118 | 35.91 | Cum |
| 35 | 35 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001118 | 122.04 | Cum |
| 36 | 36 | 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 under section 1700 of MORD. | BI01010001010000000000000515BI0100001117 | 50 | Sqm |
| 37 | 37 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work | BI01010001010000000000000515BI0100001118 | ||
| 38 | 38 | 1000 mm dia S/R | BI01010001010000000000000515BI0100001119 | 135 | Rm |
| 39 | 39 | Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing. | BI01010001010000000000000515BI0100001116 | 10 | Rmt. |
| 40 | 40 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking. | BI01010001010000000000000515BI0100001118 | 1774.7 | Sqm |
| 41 | 41 | Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001117 | ||
| 42 | 42 | Mandatory Signs | BI01010001010000000000000515BI0100001118 | 34 | Nos. |
| 43 | 43 | Cautionary Signs | BI01010001010000000000000515BI0100001119 | 54 | Nos. |
| 44 | 44 | Multi Signs on Single post | BI01010001010000000000000515BI0100001118 | 2 | Nos. |
| 45 | 45 | Supplying, fitting & fixing of Road Sign Board made out 3mm thick (ACP) Aluminium Composite Panel Sheet duly coated one side loaded with preesure sensitive encapsulated lens type high intensive grade rector reflective sheeting complete as per MORTH technical specification clause 8013 & IRC 67/2001 with Angle Iron frame 35mm x 35mm x 6mm fixed with single or double Angle Iron post as per Specification including application of 2 coats of Enamel Paint of approved quality in form of checks of Yellow and Black over the posts, fixed with M-15 Grade cement concrete base 150mm x 600mm size of each post as per approved drawing including cost, conveyance, Royalty of all materials T&P etc. complete as per specification and direction of Engineer - in - Charge. | BI01010001010000000000000515BI0100001118 | 72 | Nos. |
| 46 | 46 | Providing and erecting of PMGSY Main informatory sign board (MIB) of retro-reflective sign boards retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium 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 means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | BI01010001010000000000000515BI0100001118 | 2 | Nos. |
| 47 | 47 | Providing and fixing of typical PMGSY Citizen informatory sign board (CIB) retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium 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 means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | BI01010001010000000000000515BI0100001116 | 2 | Nos. |
| 48 | 48 | Providing and fixing of typical PMGSY Maintenance informatory sign board retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium 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 means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | BI01010001010000000000000515BI0100001117 | 1 | Nos. |
| 49 | 49 | Reinforced Cement Concrete M15 grade kilometer 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 1703 | BI01010001010000000000000515BI0100001113 | ||
| 50 | 50 | Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001117 | 5 | Nos. |
| 51 | 51 | 200m stone (Precast) & Reference Pillar (Precast) | BI01010001010000000000000515BI0100001115 | 34 | Nos. |
| 52 | 52 | Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC) | BI01010001010000000000000515BI0100001116 | 0.13 | Cum |
| 53 | 53 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD. | BI01010001010000000000000515BI0100001117 | 120 | Nos. |
| 54 | 54 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | |||
| 55 | 55 | 1 st year | BI01010001010000000000000515BI0100001125 | 4.41 | Km |
| 56 | 56 | 2 nd year | BI01010001010000000000000515BI0100001126 | 4.41 | Km |
| 57 | 57 | 3 rd year | BI01010001010000000000000515BI0100001127 | 4.41 | Km |
| 58 | 58 | 4 th year | BI01010001010000000000000515BI0100001128 | 4.41 | Km |
| 59 | 59 | 5 th year | BI01010001010000000000000515BI0100001129 | 4.41 | Km |
AI Tender Summary
Tender Timeline
Dec 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 31, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 05, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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