Tender For Construction I/C Mbt Of Road From Rongrenggre Road To Akelgre (Gonggre) (Length-7.969Km) (Balance Work)
Tender Value
3.21 Crore
Estimated cost
Bid Submission
12 Sep 2023
0 days left
EMD
6.42 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Khasi Hills → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Mbt Of Road From Rongrenggre Road To Akelgre (Gonggre) (Length-7.969Km) (Balance Work) Construction
BOQ
| Sl. No. | Item Description |
| 1 | SITE CLEARANCE |
| 2 | Clearing and Grubbing Road LandClearing 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.(I) By Manual Means(B) In area of thorny jungle |
| 3 | EARTHWORK IN HILL ROAD |
| 4 | Excavation in Hilly Areas in Soil by mechanical meansExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 5 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blastingExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 6 | DISPOSAL OF UNSUITABLE EARTH |
| 7 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. |
| 8 | Case-III Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloading and stacking.Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. |
| 9 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. |
| 10 | Construction of Earthen ShouldersConstruction ofearthen 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. |
| 11 | Compacting Original GroundCompacting original ground supporting subgradeLoosening 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. |
| 12 | SURFACE DRAINS IN SOIL |
| 13 | Construction ofunlined 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.Manual Means |
| 14 | Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqm inordinary rock to specified lines, grades, levels and dimensions as per approved designand Technical Specification Clause 307. Excavated material to be used inembankment at site. |
| 15 | SUB - BASE AND BASE |
| 16 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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.(ii) For Grading II Material |
| 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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.(A) By Manual Means |
| 18 | WBM Grading 2 |
| 19 | WBM Grading 3 |
| 20 | BITUMINOUS ITEMS |
| 21 | Prime Coat :Low porosityProviding 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 |
| 22 | Tack CoatProviding 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. |
| 23 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 24 | Seal Coat Type CProviding & 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 (Excluding Loading, Unloading, Haulage, VAT and Labour Cess)(II) Bitumen Emulsion |
| 25 | ROAD FURNITUREReinforced cement concrete M15grade 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. |
| 26 | (i) 5th kilometre stone (precast) |
| 27 | (ii) Ordinary kilometre stone (precast) |
| 28 | ROAD SAFETY WORKSTraffic SignsProviding 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. |
| 29 | (ii) 600 mm equilateral triangle |
| 30 | (iii) 600 mm Circle |
| 31 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6. |
| 32 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 33 | Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001 |
| 34 | CROSS DRAINAGE WORKS |
| 35 | Dismantle of existing structureDismantling 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 1000 m as per Technical Specification Clause 202.Manual Means(B) Cement Concrete |
| 36 | ( C ) Reinforced cement concrete |
| 37 | Dismantling Stone Masonry as per Technical Specification Clause 202.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.(B) Rubble Stone Masonry in Cement Mortar |
| 38 | Excavation for StructuresEarthwork 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. |
| 39 | Upto 3 m depth |
| 40 | Depth 3.0 m to 6.0 m |
| 41 | Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. |
| 42 | Type B(First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. |
| 43 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia Pipe |
| 44 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar |
| 45 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109(A) In 1:4 cement mortar |
| 46 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204(iii) In 1:5 cement mortar |
| 47 | Providing and laying flooringlaid over cement concrete bedding complete as per drawing and technical specification Clause 1303I. Rubble stone laid in cement mortar 1:3 |
| 48 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3. |
| 49 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling |
| 50 | 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 |
| 51 | 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 |
| 52 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20Nominal Mix 1 : 2 : 4 |
| 53 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4Coursed rubble masonry (1st sort) |
| 54 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 55 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 56 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 57 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Cement concrete grade M 10 |
| 58 | Low PorosityProviding 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 |
| 59 | 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. |
| 60 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 61 | Seal CoatProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specifiedlevels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 62 | 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. |
| 63 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC Grade M25 |
| 64 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 65 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mR.C.C. grade M 25 |
| 66 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I) Granular material |
| 67 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 |
| 68 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. |
| 69 | 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 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3. |
| 70 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised wieldable structural 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 |
| 71 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 72 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 73 | Maintenance Cost |
| 74 | Maintenance for 1st year |
| 75 | Maintenance for 2nd year |
| 76 | Maintenance for 3rd year |
| 77 | Maintenance for 4th year |
| 78 | Maintenance for 5th year |
AI Tender Summary
Tender Timeline
Aug 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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