Construction Of Minor Bridge At Khijarpur To Nagar Kanchanpur Bhikampur Road Km 2 In Distt-Kasganj As Per Boq Attached
Tender Value
38 Lakhs
Estimated cost
Bid Submission
24 Jan 2020
0 days left
EMD
3.80 Lakhs
Bank guarantee accepted
Document Fee
944
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiyali → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Minor Bridge At Khijarpur To Nagar Kanchanpur Bhikampur Road Km 2 In Distt-Kasganj As Per Boq Attached
BOQ
| Name of Work: Construction of Minor Bridge At Khijarpur to Nagar Kanchanpur Bhikampur Road KM 2 in Distt-Kasganj | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation for structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 193 | Cum | |
| 2 | 2 | Sand Filling in uder foundation complete as per Drawing and Technical Specifications. Clause No 305.3.9 (MoRD) | 13.5 | Cum | |
| 3 | 3 | providing concrete for Plain cement concrete(1:3:6) in open foundation in complet as per drawings and techinical clause 802, 803, 1202 & 1203 (MoRD) | 40.5 | Cum | |
| 4 | 4 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Deck Slab) (M-30) | 46 | Cum | |
| 5 | 5 | Plain/Reinforced Cement Concrete in Substructure complete as per Drawing and Technical Specifications. (Wearing Coat) M-25 | 6.5 | Cum | |
| 6 | 6 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. | 100 | Cum | |
| 7 | 7 | Brick Masonry Work in Cement Mortar 1:3 in substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 602, 603, 604, 1202 & 1204 | 80 | Cum | |
| 8 | 8 | Supplying, fitting and placing TMT Bar reinforcement in super structure complete as per drawing and Technical Specification | 4.5 | MT | |
| 9 | 9 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | 60 | RM | |
| 10 | 10 | Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Cluase-13.20 (1300 & 2200)) | 134 | Sqm | |
| 11 | 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Cluase-13.90 (710.1.4.of IRC:78 & 2200)) | 124 | Cum | |
| 12 | 12 | Protection Work\nProviding and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Cluase-15.10 (2503)) | 25 | Cum | |
| 13 | 13 | Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical specification. | 12 | Cum | |
| 14 | 15 | Approach Road Work\nConstruction of embankment with approved material obtained from borrow pits up to 2.00 KM with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 | 2075 | Cum | |
| 15 | 16 | providing laying and spreading material on a prepared Sub grade, adding cement @ 2 % By weight to the spread material manually, mixing in place with rotavator and compacting with the Road roller at OMC to achieve the desired Unconfined compressive Strength and to from a layer of Sub Base. | 53 | Cum | |
| 16 | 17 | Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) also stabelized with Qty of 1% cement and 3.50 % bitumen -emulsion | 70 | Cum | |
| 17 | 18 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, sprading grading to requied slope and compacted to meet requirement of Table- 300-2 | 96 | Cum | |
| 18 | 19 | Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. as per Technical Specification Clause 503 | 500 | Sqm | |
| 19 | 20 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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-C as per Technical Specification Clause 511. | 500 | Sqm | |
| 20 | 21 | Providing and laying of premix sand seal coat with HmP of appropirate capacity not less than 75 tonne/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.as per MoRT&H Specification Clause No.513(ii). | 500 | Sqm |
AI Tender Summary
Tender Timeline
Jan 17, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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