Construction Of Lahong Bebejia Panjan Road In Titabor Lac Under Sopd For The Year 2018-19 Under Jorhat Rural Road Division In Titabor Lac ( Balance Work Titabor/Sopd-G/2018-19/03 Construction Of Lahong Bebejia Panjan Road In Titabor Lac Under Sopd
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2020
0 days left
EMD
4.39 Lakhs
Bank guarantee accepted
Document Fee
6600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Titabor → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Lahong Bebejia Panjan Road In Titabor Lac Under Sopd For The Year 2018-19 Under Jorhat Rural Road Division In Titabor Lac ( Balance Work Titabor / Sopd-G / 2018-19 / 03 Construction Of Lahong Bebejia Panjan Road In Titabor Lac Under Sopd For The Year 2018-19 Under Jorhat Rural Road Division In Titabor Lac ( Balance Work )
BOQ
| Name of Work: Construction of Lahong Bebejia Panjan Road in Titabor LAC under SOPD for the year 2018-19 under Jorhat Rural Road Division in Titabor LAC (Balance Work). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n' (a) from private land | BI01010001010000000000000515BI0100001113 | 2433.01 | Cum |
| 2 | 2 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n' (a) from private land | BI01010001010000000000000515BI0100001114 | 1703.24 | Cum |
| 3 | 3 | Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material\n | BI01010001010000000000000515BI0100001115 | 150.94 | Cum |
| 4 | 4 | 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 2 as per Technical Specification Clause 405.\nUsing stone screening Type-B 11.2 mm for Gr.III\n(A) By Manual Means \n | BI01010001010000000000000515BI0100001116 | 1229.08 | Cum |
| 5 | 5 | 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.\nUsing stone screening Type-B 11.2 mm for Gr.III\n(A) By Manual Means \n | BI01010001010000000000000515BI0100001117 | 1229.08 | Cum |
| 6 | 6 | Prime coat \n(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nA. with bitumen emalsion-CSS- 1h | BI01010001010000000000000515BI0100001118 | 16687.8 | Sqm |
| 7 | 7 | Tack coat \nProviding 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.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) (b) dry & hungry bituminous surface | BI01010001010000000000000515BI0100001119 | 16687.8 | Sqm |
| 8 | 8 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwith bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (As per analysys-3) ( Including cost of testing of materials at site and laboratoryas directed by the deptt.) ( Including extra lead beyond 5.00 km for carriage of materials from quarry toplant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) \n(a)'with VG-30 grade bitumen\n(ii) for Grading-II )19mm nominal size) \n | BI01010001010000000000000515BI0100001120 | 409.69 | Cum |
| 9 | 9 | Construction of unlined surface drain of Av. C-S area 0.40 Sqm.in soil to specified line,graids,levels and dimentions.Excavated materials to be used in embankment with a lift upto 3 m and lead of 50 Mas per Technical Specification clouse no 307. Manual Means | BI01010001010000000000000515BI0100001121 | 6600 | RM |
| 10 | 10 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\ni) 5th kilometre stone (precast) | BI01010001010000000000000515BI0100001122 | 5 | each |
| 11 | 11 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n(ii) 60cm eqilateral Triangle | BI01010001010000000000000515BI0100001123 | 10 | each |
| 12 | 12 | Direction and place identification sign upto 0.9sqm size board. \nProviding and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nas per Technical sssspecification clouse 1701 | BI01010001010000000000000515BI0100001124 | 1.08 | sqm |
| 13 | 13 | Excavation for structures :- \nE/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom, back filling in trenches with excavated suitable materials.\n(i) In ordinary soil \n(i) Up to 3 M Depth( Without dewatering) | BI01010001010000000000000515BI0100001125 | 16.83 | Cum |
| 14 | 14 | Laying (First Class )Bedding on well compacted approved grannular material as per Clouse 1105 (II) Grannular material | BI01010001010000000000000515BI0100001126 | 2.31 | Cum |
| 15 | 15 | Providing and laying RCC NP3 in Single Row:- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1.2 but excluding excavation, protection works, backfilling concrete and masonry works in head walls and parapets clause 1106. 1000mm dia | BI01010001010000000000000515BI0100001127 | 7.5 | Rm |
| 16 | 16 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone,(I) PCC Grade M-10, Nominal Mix | BI01010001010000000000000515BI0100001128 | 2.69 | Cum |
| 17 | 17 | Brick masonary work in cement mortar in foundation complete ex.pointing and plastering as per drawing and technical specification clouse 600,1202,&1203 .1:3 Brick masonary | BI01010001010000000000000515BI0100001129 | 24.08 | Cum |
| 18 | 18 | Plastering with cement mortar(1:4) 15 mm thick on brick work in substructure as per Tech. Specifn. Cl.613.4 &1204 | BI01010001010000000000000515BI0100001130 | 35.8 | Sqm |
AI Tender Summary
Tender Timeline
Nov 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 16, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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