Tender For Civil Works - Roads Work -Abod Kumar Tol To Sonbarsa Pmgsy Path
Tender Value
66.77 Lakhs
Estimated cost
Bid Submission
16 Dec 2019
0 days left
EMD
1.33 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
Balia → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Abod Kumar Tol To Sonbarsa Pmgsy Path
BOQ
| Name of Work : Construction and Maintenance of Road - ABAD KUMAR T01 TO SONBARSA PMGSY PATH (L- 1.150 Km.), Block - SAMHO AKHA KURHA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out of Pillars | BI01010001010000000000000515BI0100001113 | ||
| 2 | 2 | Providing & Fixing of Working benchmark Pillars 4 nos. per km & 40 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | BI01010001010000000000000515BI0100001114 | 1.15 | Km |
| 3 | 3 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | BI01010001010000000000000515BI0100001115 | 0.575 | Ha |
| 4 | 4 | Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess). | BI01010001010000000000000515BI0100001116 | 9.3 | Cum |
| 5 | 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including Royality & Labour Cess). | BI01010001010000000000000515BI0100001117 | 15.5 | Cum |
| 6 | 6 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess). | BI01010001010000000000000515BI0100001118 | ||
| 7 | 7 | 40 % of Total From 1000 m lead | BI01010001010000000000000515BI0100001119 | 34.74 | Cum |
| 8 | 8 | 60 % of Total From 100 m lead | BI01010001010000000000000515BI0100001120 | 52.12 | Cum |
| 9 | 9 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | BI01010001010000000000000515BI0100001121 | 3242 | cum |
| 10 | 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix | BI01010001010000000000000515BI0100001122 | 927.18 | Cum |
| 11 | 11 | Providing, 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. | BI01010001010000000000000515BI0100001123 | ||
| 12 | 12 | WBM Grading 3 (By Mechanical Means ) | BI01010001010000000000000515BI0100001124 | 329.91 | Cum |
| 13 | 13 | 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. | BI01010001010000000000000515BI0100001125 | 4398.75 | Sqm |
| 14 | 14 | Providing 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 treared with primer and cleaned with hydraulic broom as per technical specification clause 503 | BI01010001010000000000000515BI0100001126 | 4398.75 | Sqm |
| 15 | 15 | Providing, 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 509 | BI01010001010000000000000515BI0100001127 | 4398.75 | Sqm |
| 16 | 16 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | BI01010001010000000000000515BI0100001128 | ||
| 17 | 17 | i) 5th km stone | BI01010001010000000000000515BI0100001129 | ||
| 18 | 18 | ii) Km stone | BI01010001010000000000000515BI0100001130 | 2 | No. |
| 19 | 19 | iii) 200 m stone | BI01010001010000000000000515BI0100001131 | 5 | No. |
| 20 | 20 | Retro-Reflectorised Traffic Signs | BI01010001010000000000000515BI0100001132 | ||
| 21 | 21 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 | BI01010001010000000000000515BI0100001133 | ||
| 22 | 22 | 600 mm equilateral & triangle, | BI01010001010000000000000515BI0100001134 | 4 | Nos |
| 23 | 23 | 600 mm circular , | BI01010001010000000000000515BI0100001135 | 2 | Nos |
| 24 | 24 | 800 mm x 600 mm rectangular, | BI01010001010000000000000515BI0100001136 | 2 | Nos |
| 25 | 25 | 600 mm x 450 mm rectangular, | BI01010001010000000000000515BI0100001137 | 8 | Nos |
| 26 | 26 | 900 mm Octagonal, | BI01010001010000000000000515BI0100001138 | 2 | Nos |
| 27 | 27 | 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. | BI01010001010000000000000515BI0100001139 | ||
| 28 | 28 | On Bituminous Surface | BI01010001010000000000000515BI0100001140 | 230 | sqm |
| 29 | 29 | Construction of Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967 and fixed in position including finishing and lettering | BI01010001010000000000000515BI0100001141 | 40 | nos |
| 30 | 30 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil withdecayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard andmaintaining the plants for one year | BI01010001010000000000000515BI0100001142 | 115 | each |
| 31 | 31 | Providing and fixing of typical MMGSY 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 | BI01010001010000000000000515BI0100001143 | ||
| 32 | 32 | MMGSY LOGO | BI01010001010000000000000515BI0100001144 | 2 | No. |
| 33 | 33 | MAIN INFORMATION BOARD WITH MMGSY LOGO | BI01010001010000000000000515BI0100001145 | 1 | No. |
| 34 | 34 | BHARAT NIRMAN/CITIZEN INF. LOGO | BI01010001010000000000000515BI0100001146 | 1 | No. |
| 35 | 35 | MAINTANANCE BOARD | BI01010001010000000000000515BI0100001147 | 1 | No. |
| 36 | 36 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. | BI01010001010000000000000515BI0100001148 | 2 | No. |
| 37 | 37 | Sub Head - H.P. CULVERT | BI01010001010000000000000515BI0100001149 | ||
| 38 | 38 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | BI01010001010000000000000515BI0100001150 | 64.05 | cum |
| 39 | 39 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001151 | 12.676 | cum |
| 40 | 40 | Providing PCC M 20 (1:2.4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001152 | 61.304 | cum |
| 41 | 41 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | BI01010001010000000000000515BI0100001153 | ||
| 42 | 42 | 1000 mm dia in Single Row | BI01010001010000000000000515BI0100001154 | 15 | m |
| 43 | 43 | Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001155 | 28.44 | Sqm |
| 44 | 44 | Sub Head - 5 Years Routine Maintenance after completion of construction work | BI01010001010000000000000515BI0100001156 | ||
| 45 | 45 | For 1st Year | BI01010001010000000000000515BI0100001157 | 1 | Yr. |
| 46 | 46 | For 2nd Year | BI01010001010000000000000515BI0100001158 | 1 | Yr. |
| 47 | 47 | For 3rd Year | BI01010001010000000000000515BI0100001159 | 1 | Yr. |
| 48 | 48 | For 4th Year | BI01010001010000000000000515BI0100001160 | 1 | Yr. |
| 49 | 49 | For 5th Year | BI01010001010000000000000515BI0100001161 | 1 | Yr. |
| 50 | 50 | ADD GST @ 12% | BI01010001010000000000000515BI0100001162 | 1 | LS |
| 51 | 51 | ADD L.C. @ 1% | BI01010001010000000000000515BI0100001163 | 1 | LS |
AI Tender Summary
Tender Timeline
Dec 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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