Tender For Construction Of Road, Guard Wall And Culvert In Village - Pipra From The House Of Salim Miyan To Qabristan Via Anganbadi Bahra Under Block Churchu, District - Hazaribag
Tender Value
74.58 Lakhs
Estimated cost
Bid Submission
04 Mar 2024
0 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
churchu → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road, Guard Wall And Culvert In Village - Pipra From The House Of Salim Miyan To Qabristan Via Anganbadi Bahra Under Block Churchu, District - Hazaribag
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Feb-2024 | DATE REVISION | Other | 04-Mar-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 2 | Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.) |
| 3 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.With Grading-III Material |
| 4 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 5 | Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 6 | Reinforced cement concrete M15 grade kilometre stone of standard designasperIRC:8-1980,fixinginpositionincludingpaintingand printing etc. Ordinary Km postS.O.R. Item No. 8.14 (ii) |
| 7 | Providinganderectingdirectionandplaceidentificationsofsemi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back withred reflective border of 70 mm width and required message,letters,figureswithreflectiveengineeringgradetapeas per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on backfirmlyfixedtothegroundbymeansofproperlydesigned foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 8 | E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 10 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) |
| 11 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Masonry Work in Cement Mortar 1:3 in S/S |
| 12 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 13 | 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 |
| 14 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 15 | Providing and laying boulders pitching for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.S.O.R. Item No. 16.09 |
| 16 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsSqure Rubble Coarse Rubble Masonry (First Sort) Work in CM 1:3 in foundationS.O.R. Item No. 12.07 A |
| 17 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed Rubble Masonary in C.M. (1:3) in (First sort) sub-structureS.O.R. Item No. 13.04 B |
| 18 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 13.05 A (p) |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) |
| 20 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.06 |
| 22 | Plastering with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204S.O.R. Item No. 13.03 |
| 23 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.S.O.R. Item No. 13.08 |
| 24 | Backfilling behind abutment,wing wall and return wall with sandy material complete as per drawing and technical specification Clouse 710.1.4 of IRC 78 and 2200 SOR Item no.13.09 B |
| 25 | add 18% GST |
| 26 | add 1% Labour cess |
AI Tender Summary
Tender Timeline
Feb 28, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 04, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 04, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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