Main Road Dumarpatti To Darmpur West Dhuniya Tola (Vr55) , Package No -Br33-R-634, Link No. : L089, Length -0.75 Km., Block -Pupari , District -Sitamarhi, Under Pmgsy.
Tender Value
27.56 Lakhs
Estimated cost
Bid Submission
05 Jul 2021
0 days left
EMD
55125
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PUPRI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Main Road Dumarpatti To Darmpur West Dhuniya Tola ( Vr55 ) , Package No -Br33-R-634, Link No. : L089, Length -0.75 Km., Block -Pupari , District -Sitamarhi, Under Pmgsy.
BOQ
| Name of Work: Main road Dumarpatti To Darmpur west Dhuniya tola (VR55) , Package No -BR33-R-634, Link No. : L089, Length -0.75 Km., Block -Pupari , District -Sitamarhi, UNDER PMGSY. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting out(i) Construction of Reference & Working Benchmark = 1 Nos. & 3 Nos. RespectivelySOR Item No.-1.16 | 0.75 | Per Km. | |
| 2 | 2 | (ii) Construction of Reference Pillars/Burjees = 30 NosSOR Item No.-1.16 | 0.75 | Per Km. | |
| 3 | 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.SOR Item No.-2.2 | 0.08 | Hectare | |
| 4 | 4 | Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I) | 13.75 | cum | |
| 5 | 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3 | 13.75 | cum | |
| 6 | 6 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5SOR Item No.-3.4 | 313.33 | cum | |
| 7 | 7 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 100 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii) | 78.33 | cum | |
| 8 | 8 | Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401SOR Item No.-4.1.401(Aii) | 382.5 | cum | |
| 9 | 9 | WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 3 as per Technical Specification Clause 405.80 -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.SOR Item No.-4.7 (3)(A) | 210.94 | cum | |
| 10 | 10 | Prime Coate\nProviding 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 502SOR Item No.-5.1 502 | 2812.5 | sqm | |
| 11 | 11 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50SOR Item No.-5.6 507 | 2812.5 | sqm | |
| 12 | 12 | Mix Seal Surfacing\nBy Mechanical Means (Type-B)\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509SOR Item No.-(II) | 2812.5 | sqm | |
| 13 | 13 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Ordinary Kilometer Stone (Pre-cast) SOR Item No.-10.1(I) | 1 | No. | |
| 14 | 14 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200m Stone (Pre-cast) SOR Item No.-10.1(III) | 3 | No. | |
| 15 | 15 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SOR Item No.-10.16 | 2 | No. | |
| 16 | 16 | Lab.Cess 1% | 1 | RS | |
| 17 | 17 | GST 12% | 1 | RS | |
| 18 | 18 | Total (A) | |||
| 19 | 19 | Maintainance for 1st year | 1 | Year | |
| 20 | 20 | Maintainance for 2nd year | 1 | Year | |
| 21 | 21 | Maintainance for 3rd year | 1 | Year | |
| 22 | 22 | Maintainance for 4th year | 1 | Year | |
| 23 | 23 | Maintainance for 5th year | 1 | Year | |
| 24 | 24 | Lab.Cess 1% | 1 | RS | |
| 25 | 25 | GST 12% | 1 | RS |
AI Tender Summary
Tender Timeline
Jun 30, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 05, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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