Tender For Construction Of Box Type Culvert 2X5x2 Mtr Span Over Drain No. 2 Crossing At Rd 1.100 On Mohalla Bhanakpur Road In Faridabad District (Road Id: 9186) Reinvited
Tender Value
31.16 Lakhs
Estimated cost
Bid Submission
20 Jun 2024
0 days left
EMD
63000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mohalla → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Box Type Culvert 2x5x2 Mtr Span over Drain No. 2 crossing at RD 1.100 on Mohalla Bhanakpur road in Faridabad District (Road ID: 9186) Reinvited
BOQ
| Sl. No. | Item Description |
| 1 | [HSR 11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer |
| 2 | [HSR 11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. |
| 3 | [HSR 14.46]Providing and fixing 20 mm thick 100 mm depth tar felt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts |
| 4 | [HSR 15.1.2.1]Earth work in excavation of foundation of 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 as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical MeansDepth up to 3 m |
| 5 | [HSR 15.5]PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications |
| 6 | [HSR 15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 |
| 7 | [HSR 15.8.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 8.2. Using Batching Plant, Transit Mixer and Concrete Pump |
| 8 | [HSR 17.15.1]Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material |
| 9 | [HSR 17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type BProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 10 | [HSR 17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications |
| 11 | [HSR 17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 12 | [HSR 17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMPProviding and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4%per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications |
| 13 | [HSR 27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | [HSR 27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. |
| 15 | [HSR 27.15]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 force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. |
| 16 | [HSR 27.16.1]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 1. Granular material |
| 17 | [HSR 27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 18 | [HSR 27.32.1.1]Using Batching Plant,Transit Mixer and Concrete Pump 1.1. For formwork and staging add the following:For solid slab super-structure, 18-28 per centof labour, material and machinery cost Height up to 5m |
| 19 | [HSR 27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position |
| 20 | [HSR 27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704 |
| 21 | [HSR 27.5]Plain/Re-inforced cement concrete in sub-structure complete as per drawing and MoRTandH specifications 1500,1700 and 2200.PCC Grade M15 (with concrete Mixer) Height up to 5m |
| 22 | [HSR 34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. |
| 23 | [HSR 35.8]Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000. |
AI Tender Summary
Tender Timeline
Jun 07, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJun 20, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 20, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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