Construction I/C Mbt Of A Road From 128Th Km Of Nh 51 Road To Surunanggre ( 4 . 868 Km ) I/C Bridge 16 . 44 M Span ( Balance Work ) Mbt
Tender Value
2.35 Crore
Estimated cost
Bid Submission
30 Jan 2020
0 days left
EMD
4.70 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
128th Km of NH 51 road to Surunanggre → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Mbt Of A Road From 128Th Km Of Nh 51 Road To Surunanggre ( 4 . 868 Km ) I/C Bridge 16 . 44 M Span ( Balance Work ) Mbt
BOQ
| Name of Work: Construction i/c MBT of Road from 128th km of NH-51 road to Surunanggre (Length-4.868Km) including Bridge 16.44M span (Balance Work) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | I. Dismantling of Structures | |||
| 2 | 1.01 | 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 1000 m as per Technical Specification Clause 202.\n(I) By Manual Means\n(C) Reinforced Cement Concrete including cutting steel bars and separating and removing etc . | 36.86 | Each | |
| 3 | 1.02 | II .Dismantling Brick/Tile Work\nDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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.\n(B) Cement mortar | 57.05 | Each | |
| 4 | 2 | Construction of subgrade and 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 as per Technical Specification clause-303.1 | |||
| 5 | 2.01 | (a) Subgrade in CC & Flexible Pavement | 1316.23 | Mtr | |
| 6 | 2.02 | (b) Earthen Shoulder in Flexible Pavement | 4439.13 | Mtr | |
| 7 | 3 | Compacting 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. | 1882.13 | Mtr | |
| 8 | 4 | Granular Sub-base with Well Graded Material (Table 400.1) \nA. By 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. | 853.13 | cum | |
| 9 | 5 | WBM | |||
| 10 | 5.01 | WBM Grading II , By Manual Means\nProviding, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 437.4 | Cum | |
| 11 | 5.02 | WBM Grading III, By Manual Means\nProviding, 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. | 1250.09 | Cum | |
| 12 | 6 | Bituminous Work | |||
| 13 | 6.01 | Prime Coat\n(iii) High 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 16668 | Sqm | |
| 14 | 6.02 | Tack Coat with Bitumen Emulsion\nProviding 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 16668 | Sqm | |
| 15 | 6.03 | 20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix) | 16769.7 | Sqm | |
| 16 | 6.04 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 of Specification of Rural Roads.\nCase - II : Type A | 16769.7 | Sqm | |
| 17 | 7 | Providing and laying pitching on slopes as per drawing and technical specifications Clause 1302\nStone pitching | 273.217 | Cum | |
| 18 | 8 | Bridge 16.44m Span | |||
| 19 | 9 | Sub-Head 1.0 - Foundation | |||
| 20 | 9.01 | Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000, and 1202 | 0.28 | MT | |
| 21 | 10 | Sub-Head 2.0- Substructure | |||
| 22 | 10.01 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.448 | MT | |
| 23 | 11 | Sub-Head 3.0 - Superstructure | |||
| 24 | 11.01 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.01 | MT | |
| 25 | 11.02 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 2 | Nos | |
| 26 | 12 | Traffic sign | |||
| 27 | 12.01 | B. Semi Reflective Traffic Signs\nProviding 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 engineerring grade as per clause 1701.3.9 of MORD for Rural Roads of required shade andcolour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 x 450 x 600 mm , 600 mm below ground level as per approved drawing cl. 1701.2.2 .\nI) 900 mm equilateral triangle | 53 | Each | |
| 28 | 12.02 | III) 600 mm circular | 10 | Each | |
| 29 | 13 | Turfing with Sods\nFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 13082.7 | Sqm | |
| 30 | 14 | Earth work in Excavation for structures | 42.528 | Cum | |
| 31 | 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nlI)Plain cement concrete M 15 grade | 1.985 | Cum | |
| 32 | 16 | lI)Plain cement concrete M 20 grade | 30.972 | Cum | |
| 33 | 17 | RCC M15 Grade | 14.611 | Cum | |
| 34 | 18 | 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 sides and bottom and backfilling in trenches with excavated suitable material. | 286.744 | Cum | |
| 35 | 19 | Sand Filling in foundation trenches as per drawing & technical specification clauses 613.3 &1204 complete | 0.81 | Cum | |
| 36 | 20 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\ni)Random Rubble Masonry\nIn 1:3 cement mortar | 103.387 | Cum | |
| 37 | 21 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\ni)Random Rubble Masonry\nIn 1:3 cement mortar | 98.1 | Cum | |
| 38 | 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\n(I) PCC Grade M 15 | 10.556 | Cum | |
| 39 | 23 | (IV) RCC Grade M 25 | 1.44 | Cum | |
| 40 | 24 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.051 | Mtr | |
| 41 | 25 | 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 | 78 | Each | |
| 42 | 26 | 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 | 27.002 | Cum | |
| 43 | 27 | Maintenance | |||
| 44 | 27.01 | Maintenance for 1st year | 4.868 | km | |
| 45 | 27.02 | Maintenance for 2nd year | 4.868 | km | |
| 46 | 27.03 | Maintenance for 3rd year | 4.868 | km | |
| 47 | 27.04 | Maintenance for 4th year | 4.868 | km | |
| 48 | 27.05 | Maintenance for 5th year | 4.868 | km |
AI Tender Summary
Tender Timeline
Jan 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 31, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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