Tender For Strengthening Of Road From Pwd Road Panchaboya To Kunkalpi Via Tuntakata Length- 5.50 Km
Tender Value
3.05 Crore
Estimated cost
Bid Submission
15 Jun 2023
0 days left
EMD
6.16 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
kumardungi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Road From Pwd Road Panchaboya To Kunkalpi Via Tuntakata Length- 5.50 Km
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.S.O.R. Item No. 2.02 |
| 2 | 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.S.O.R. Item No. 3.18 |
| 3 | Excavation in Soil using Hydraulic Excavator including cutting and loding in Tippers,trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 4 | Granular Sub-base with Close 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)(By Mix in Place Method)With Grading-I MaterialS.O.R Item No. 4.01 B. (i) |
| 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled SteelRoller 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.)By Mechanical Means: Grading-II Using Screening Type-B (11.2mm Agg.) With Smooth 3 wheeled SteelRoller |
| 6 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled SteelRoller 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.)By Mechanical Means: Grading-III Using Screening Type-B (11.2mm Agg.) With Smooth 3 wheeled SteelRoller |
| 7 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layer swith grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)S.O.R. Item No. 4.14 B |
| 8 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 9 | Tack Coat on Granualler surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 10 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)Bituminous Macadam for Grading II: (19 mm nominal size)S.O.R. Item No. 5.03 (ii) |
| 11 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per 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 as per MoRTH specification clause No. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 12 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 13 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) S.O.R. Item No. 8.14 (i) |
| 14 | Reinforced cement concrete M15 grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast) - S.O.R. Item No. 8.14 (iii) |
| 15 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) S.O.R. Item No. 8.14 (ii) |
| 16 | Direction and Place Identification signs with size upto 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq marea, thickness of 2.5mm isexclusive of surface applied glass beads as per IRC:35. The finished surface to belevel, uniformand free from streaks and holes..S.O.R. Item No. 8.13 |
| 18 | Earth work in excavation of foundation in Ordinary Soil by Manual Means 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.S.O.R. Item No. 3.13 (i) A |
| 19 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. S.O.R. Item No. 12.08 A Case-ll |
| 20 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)S.O.R. Item No.12.07 (B) |
| 21 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, S.O.R. Item No. 13.04 A |
| 22 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 23 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort)S.O.R. Item No. 12.07 (A) |
| 24 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Coursed rubble masonry (first sort)S.O.R. Item No. 13.04 B |
| 25 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.S.O.R. Item No.13.08 |
| 26 | Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.S.O.R. Item No.13.02 |
| 27 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications S.O.R. Item No. 13.03 |
| 28 | supplying laying fitting and fixing 1000mm dia Np, Human pipe in line all complete job as per specification and direction of E/I |
| 29 | Goods & Service Tax (G.S.T.) - |
| 30 | Labour Cess - |
AI Tender Summary
Tender Timeline
Jun 08, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 17, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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