Construction And Maintenance Works Of District Mathura Under Package No Up 5087 Name Of Road Sonai To Nagaura
Tender Value
5.12 Crore
Estimated cost
Bid Submission
27 Apr 2022
0 days left
EMD
10.25 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mathura → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Works Of District Mathura Under Package No Up 5087 Name Of Road Sonai To Nagaura
BOQ
| Sl. No. | Item Description |
| 1 | Clearing , grass, and removal of rubbishush uptoa distence of 30 m outside the periphery as per technical spacificationclause 201. |
| 2 | Construction of reference pliers as per MORD data book 2004 drawing no 200.2 oras directed by Engineer – En charge with cost of all material including, labour, equipments etc. Complete. |
| 3 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 5 | Construction of embankment with approved material obtained from side land 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 50 m as per Technical Specification Clause 301.5 |
| 6 | 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 |
| 7 | Construction 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 Specification Contained in Para 2.2, 3.6, and 3.7 of IRC SP 77-2008 (Grading-A) |
| 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 threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening Quarry Dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Water Bound Macadam with Crushable Screenings WBM Grading 2By Mechanical Means |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means |
| 10 | Providing 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 |
| 11 | Laying brick solingon50mm Fine sand packingwith brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of sand over brick soling, watering and rolliing the same with threewheel road roller 80-100 kN as per Technical Specification Clause 412. |
| 12 | Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5 |
| 13 | Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. Case – I: Nominal chipping size 19.0 mm by Mechanical Means |
| 14 | Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. Case – II:Nominal chipping size 13.2 mm by Mechanical Means |
| 15 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Cl.1504.In Builtup Area (On Both Sides widenings/shoulders |
| 16 | Rainforced cement concreteM-15 grade 5th kilometer/ordinary kilometer/ 200 meter stone of standarddesign as per IRC:8 fixing in position including painting and printing,etc as per drawing and Technical Specification Cluase 1703 (MORD Data book page 10-17) |
| 17 | (i)5th kilometer stone |
| 18 | (ii) Ordinary kilometer stone |
| 19 | (iii) 200 meter stone |
| 20 | Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 21 | Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 22 | Providing and fixing of cautionary, mandatory and informatory sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 23 | Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 24 | Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes |
| 26 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 |
| 27 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto |
| 28 | Providing concrete for plain/reinforced concrete in open foundation in (1:3:6Cement:C Sand:Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203.Type A (Concrete Cradle) Bedding as per Data Book item No. 11.4 (I) |
| 29 | Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III) |
| 30 | Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 13.2 |
| 31 | Random Rubble Stone Masonry Work in cement mortar in foundation or Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no.11.6(II) |
| 32 | Providing and laying Plain Cement Concrete-Grade M20 ( 1:2:4 cement, c. sand, grit)in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 33 | Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 |
| 34 | Back filling behind abutment, wing wall and return wall completeas per drawing and technical specification clause 1204.3.8. as per Data Book item No. 12.10 |
| 35 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin |
| 36 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 |
| 37 | Providing pressure relief pipes plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe in bottom slab of box cell on a filter media base of 500 mmX500 mm as per drawing and technical specification Clauses 1205.5.7 as per data |
| 38 | White/ Colourwashing of culvert including all material Labour, T&P etc. complete As per directed by Eng.i/c |
| 39 | Oil painting & No.Writing on culvert at nominated locations including all material Labour,T&P etc. complete as per directed by Eng. I/Ch. |
| 40 | Dewatering by Diesel Pump 5.00 HP @ Rs. 12.50 / Hr./H.P including fuel , pump accessories operators labors lead lift etc complete in all respect |
| 41 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 42 | 350 mm dia NP3 |
| 43 | 600 mm dia NP3 |
| 44 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 45 | Brick masonry in 1:3 cement mortar |
| 46 | Brick masonry in 1:4 cement mortar |
| 47 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 48 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
AI Tender Summary
Tender Timeline
Apr 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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