Construction C / O Balance Work On C / O Link Road From Hawani To Baral Via Riyur P / L G-Ii, G-Iii, M / T , P / L C.C. Pavement, Hume Pipe Culvert In Km 0 / 00 To 2 / 00
Tender Value
24.65 Lakhs
Estimated cost
Bid Submission
04 May 2022
0 days left
EMD
45000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharampur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction C / O Balance Work On C / O Link Road From Hawani To Baral Via Riyur P / L G-Ii, G-Iii, M / T , P / L C.C. Pavement, Hume Pipe Culvert In Km 0 / 00 To 2 / 00
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in allkinds classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts dressing of sides and bottom and back filling with approved material and disposal of all surplus excavatedearth in specified site and as per direction of Engineer-in-charge complete. |
| 2 | Providing, laying, spreading and compacting stone aggregate of specific sizes 53.3 to 22.4mm (Sixty three to forty five millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) 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-II by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge. |
| 3 | Providing and applying primer coat with Bitumen (SS-I) on prepared surfaceof granular base including cleaning of road suurface and spraying primer at the rate of 0.70-1.0 kg / sqm using mechanical means as per Technical Specification Clause 502including carriage of materials within all leads and lifts and other incidentals. |
| 4 | Providing and applying tack coat withBitumen emulsion (RS-I) using distributor at the rate of 0.25 to 0.30 kg per sqm. (Zero point twenty five to Zero point thirty ) on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speciication Clause 503 including carriage of materials within all leads and lifts and other incidentals. |
| 5 | Providing and laying 30 mm thick bituminous concrete with 100-120 TPH batch type HMP producing an average out put of 75 Tonne per hours using crushed aggregate of specified grading ,premixed with bituminous binder 5.4 to 5.6% of mix and fillertransporting the Hot mixto work site layingwith a hydostic paver finisher with sensor controll to the required grade, level and alignment,rolling with smooth wheeledvibratory and tendom roller to achieve the desired compection as per job mix formula &as per MORTH Specification No.509complete in all respect bituminous concrete with VG-30 including carriage of materials within all leads and lifts and as per direction of Engineer -In -chargeand other incidentials |
| 6 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100mm (One hundred milimetres) spread thickness finished work including materials and labour complete as per direction of Engineer-in-Charge. |
| 7 | Providingand laying concrete for plain/reinforcedconcrete 1:4:8 (One cement : Four sand : Eight graded stone aggregate) 40mm (forty milimeter) nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per direction of Engineer-in-charge complete. |
| 8 | Providing and laying cement concrete plain/ reinforced concrete in1:3:6(one cement : three sand : Six graded stone aggregate20 mm nominal size ) open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWDD technical specification including carriage of materials with in all leads and lifts and direction of Engineer in Charge. |
| 9 | Providing and laying cement concrete 1:5:10 ( One cement: Five sand: Ten graded crushed stone aggregate 40mm (Forty milimeters) Nominal sizeas per PWD specification in all heights and curing complete including cost of form work in retaining wall/ breast walls including entire carriage of materials with in all leads and lifts complete. |
| 10 | Providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment,wing wall and return wall with 100mm ( One Hundred milimetres ) dia PVC pipe extending through the full width of structure with slope of 1:20 ( One vertical twenty horizontal ) towords drawing face complete as per drawing and technical specification clause 614.709,1204.3.7 including carriage of materials with all leads and lifts as per direction of Engineer in Charge. |
| 11 | Back filling with granular material behind abutment, wing wall &returnwall complete as per drawing & technical specification clause 1204.3 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage . |
| 12 | Providing and laying reinforced cement concrete pipe NP-2 for culverts in first class bedding of granular material in single row if fixing collar with cement mortar 1:2 One cement :Two Mortar) but including excavation protection work back filling concrete and masonary work in heas walls and parapets clause 1108 in all heights/depth a technical specification 1108 including carriage of materials with in all leads and lifts and direction of Engineer in Charge. |
| 13 | Construction ofun-reinforced, 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, , 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 wa ter finishing to lines and grade as per drawing and Technical specification clause 1501 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge. |
AI Tender Summary
Tender Timeline
Apr 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 05, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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