Construction I/C Metalling And Blacktopping Of A Road From Mangsang Dosikgittim Rd To Rengkil Apal ( 1 . 682Km ) I/C Br . 20 . 00M Mg/01/81 Construction I/C Mbt
Tender Value
1.12 Crore
Estimated cost
Bid Submission
15 Nov 2019
0 days left
EMD
2.24 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mangsang Dosikgittim Rd to Rengkil Apal → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction i / c metalling and blacktopping of a road from mangsang dosikgittim rd to rengkil apal ( 1 . 682km ) i / c br . 20 . 00m mg / 01 / 81 construction i / c mbt
BOQ
| Name of Work: Construction of i/c MBT of a road from Mangsang Dosikgittim road to Rengkil Apal (Lenth-1.682Km) including Bridge 20.00 m span (Balance Work) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting of Trees | |||
| 2 | 1.01 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps \nCutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\nLead upto 100 m\nGirth 300 mm | 4 | Nos. | |
| 3 | 2 | Construction of Embankment with Material Obtained from Roadway Cutting | |||
| 4 | 2.01 | 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 | 162.31 | cum | |
| 5 | 3 | Disposal of Unsuitable Earth | |||
| 6 | 3.01 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nLoading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. | 1305.95 | cum | |
| 7 | 3.02 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading and stacking.\nKatcha Track and Track in River Bed/Nallah Bed and Choe Bed\nDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road. | 1546.24 | t.km | |
| 8 | 3.03 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nUnloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 1305.95 | cum | |
| 9 | 4 | Construction of Earthen Shoulders\nConstruction of 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. | 926.614 | cum | |
| 10 | 5 | Compacting Original Ground\nCompacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 5.91 | cum | |
| 11 | 6 | Surface Drains in Soil | |||
| 12 | 6.01 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\nManual Means | 30 | meter | |
| 13 | 7 | Granular Sub-base with Well Graded Material (Table 400.1)\nBy Mix in Place Method\nConstruction 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.\n(ii) For Grading II Material | 634.97 | cum | |
| 14 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means | |||
| 15 | 8.01 | WBM Grading 2 | 138.41 | cum | |
| 16 | 8.02 | WBM Grading 3 | 298.95 | cum | |
| 17 | 9 | Bituminous Items | |||
| 18 | 9.01 | Prime Coat :\nLow porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 5581.56 | sqm | |
| 19 | 9.02 | Tack Coat\nProviding 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. | 5581.56 | sqm | |
| 20 | 9.03 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 5581.56 | sqm | |
| 21 | 9.04 | Seal Coat Type C\nProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510\n(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)\n(II) Bitumen Emulsion | 5581.56 | sqm | |
| 22 | 10 | 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 1703 | |||
| 23 | 10.01 | Ordinary Kilometer stone (precast) | 2 | each | |
| 24 | 10.02 | 200 m stone (precast) | 7 | each | |
| 25 | 11 | Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia 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 drawing and Technical Specification Clause 1701\n | |||
| 26 | 11.01 | 600 mm equilateral triangle | 11 | each | |
| 27 | 11.02 | 600 mm circle | 2 | each | |
| 28 | 12 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | 44 | meter | |
| 29 | 13 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 16 | each | |
| 30 | 14 | Trapezoidal - Shaped C.C. Side Drain | |||
| 31 | 14.01 | Excavation for Structures\nEarthwork 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. \na) Ordinary soil upto 3 m depth | 11.47 | cum | |
| 32 | 14.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 1.53 | cum | |
| 33 | 14.03 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry \n(iii) In 1:5 cement mortar | 2.44 | cum | |
| 34 | 14.04 | Cement Plaster 15 mm thick 1:4 on stone masonry | 28.58 | sqm | |
| 35 | 14.05 | Neat cement punning | 108.08 | cum | |
| 36 | 15 | Construction of RCC Slab Culvert | |||
| 37 | 15.01 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.064 | MT | |
| 38 | 15.02 | 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 technical specification Clause 1204.3.8 | 0.15 | cum | |
| 39 | 15.03 | Low Porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 39.78 | sqm | |
| 40 | 15.04 | 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. | 39.78 | sqm | |
| 41 | 15.06 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 39.78 | sqm | |
| 42 | 15.07 | Seal Coat\nProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 39.78 | sqm | |
| 43 | 15.08 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | 72 | Rm | |
| 44 | 16 | Vented Causeway with Hume Pipe - 5x1000mm dia | |||
| 45 | 16.01 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.01 | MT | |
| 46 | 16.02 | 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 technical specification Clause 1204.3.8 | 4.71 | cum | |
| 47 | 16.03 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1203 | 0.01 | Tonne | |
| 48 | 17 | Long Span Bridge (20 m) | |||
| 49 | 17.01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sortinfg the dismantled material, disposal of unserviceable material and stacking the serviceble material with all lift and lead of 1000 metres\n(I) By Manual Means\n(B) Cement concrete | 15.634 | Cum | |
| 50 | 17.02 | Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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.\nUpto 3.0m depth | 248.46 | Cum | |
| 51 | 17.03 | Depth 3.M to 6 m depth | 210.777 | Cum | |
| 52 | 17.04 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 8.774 | Cum | |
| 53 | 17.05 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC Grade M25 | 98.576 | Cum | |
| 54 | 17.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nFor height upto 5 m\nR.C.C. grade M 20 | 126.831 | Cum | |
| 55 | 17.07 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nR.C.C M 25 | 61.801 | Cum | |
| 56 | 17.08 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 7.881 | Tonne | |
| 57 | 17.09 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 14.914 | Tonne | |
| 58 | 17.1 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 10.323 | Tonne | |
| 59 | 17.11 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 4.371 | Cum | |
| 60 | 17.12 | 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 | 54.54 | Rm | |
| 61 | 17.13 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3 | 10.1 | Rm | |
| 62 | 17.14 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX complete, including all accessories as per drawing and Technical Specifications. | 62400 | Cucm | |
| 63 | 17.15 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 8 | Nos. | |
| 64 | 17.16 | 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 | 60 | Nos. | |
| 65 | 17.17 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nI) Granular material | 297.78 | Cum | |
| 66 | 17.18 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 | 7.83 | Cum | |
| 67 | 17.19 | Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing and technical specifications Clause 1301 | 225.454 | cum | |
| 68 | 17.2 | Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder | 56.5 | cum | |
| 69 | 17.21 | Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302 | 28.25 | cum | |
| 70 | 18 | Maintenance Cost | |||
| 71 | 18.01 | Maintenance for 1st year | 1.682 | Km | |
| 72 | 18.02 | Maintenance for 2nd year | 1.682 | Km | |
| 73 | 18.03 | Maintenance for 3rd year | 1.682 | Km | |
| 74 | 18.04 | Maintenance for 4th year | 1.682 | Km | |
| 75 | 18.05 | Maintenance for 5th year | 1.682 | Km |
AI Tender Summary
Tender Timeline
Nov 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 15, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender