Tender For Civil Work - Or26387 Mrl13-Othaka To Gopikanatpur
Tender Value
2.65 Crore
Estimated cost
Bid Submission
13 Jul 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
NIMAPARA → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Work - Or26387 Mrl13-Othaka To Gopikanatpur
BOQ
| Name of Work: MRL13-Othaka to Gopikanatpur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of embankment with approved materials deposited at site from roadway cutting / excavation of foundation of CD sturctures, retaining walls, drain etc. by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge. | BI01010001010000000000000515BI0100001117 | 415.58 | Cum |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits and transporting to site with all lifts & leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 of MoRD & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | ||
| 3 | 2.01 | By Mechanical means within 5km lead | BI01010001010000000000000515BI0100001121 | 21030.1 | Cum |
| 4 | 3 | Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 12999.6 | Sqm |
| 5 | 4 | 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 of MoRD and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 13200 | Sqm |
| 6 | 5 | 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 bituminous primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001118 | 13200 | Sqm |
| 7 | 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 13200 | Sqm |
| 8 | 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 13200 | Sqm |
| 9 | 8 | Earthwork in excavation of foundation of structures upto 3 m depth in ordinary soil as per drawing and technical specification Clause 305.1(11.1) includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 943.95 | Cum |
| 10 | 9 | Filling in Foundation trenches with sand as per Drawing & Technical Specification clause 305.3.9 of MoRD & as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 231.39 | Cum |
| 11 | 10 | Providing and laying of 80mm thick interlocking concrete block pavements on compacted river coarse sand free from all organic materials and filling the joints with sands as per drawing and Technical Specification Clause 1504 of MoRD including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 15881.2 | Sqm |
| 12 | 11 | Providing and laying reinforced cement concrete pipe NP3 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 of MoRD & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | ||
| 13 | 11.01 | 1000 mm dia HPC Single Row | BI01010001010000000000000515BI0100001122 | 30 | Rmt |
| 14 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | ||
| 15 | 12.01 | P.C.C grade M 15,Nominal mix 1:2.5:5 | BI01010001010000000000000515BI0100001114 | 687.42 | Cum |
| 16 | 13 | Providing Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | ||
| 17 | 13.01 | P.C.C grade M 15,Nominal mix 1:2.5:5 | BI01010001010000000000000515BI0100001114 | 447.38 | Cum |
| 18 | 14 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MoRD as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | ||
| 19 | 14.01 | R.C.C. grade M 25 | BI01010001010000000000000515BI0100001114 | 20.71 | Cum |
| 20 | 15 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 and 1202 of MoRD as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 8.14 | Qtl |
| 21 | 16 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 of MoRD as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 37.52 | Qtl |
| 22 | 17 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 of MoRD as per direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001114 | 6.59 | Cum |
| 23 | 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709 &1204.3.7 of MoRD and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 108 | Rmt |
| 24 | 19 | Providing and laying filter media with hard granite stone aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification as per Clause 1204.3.8 of MoRD and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 68.95 | Cum |
| 25 | 20 | Providing and laying pitching on slopes/ boulder apron for bed protection, laid over prepared filter media using 30cm and above size black hard granite stone boulder of approved quality from approved quarry as per drawing and technical specification clause 1302 including cost of all materials ,labour,T&P required for the work etc.complete as per specification and direction of the Engineer-in -Charge. | BI01010001010000000000000515BI0100001117 | 81.84 | Cum |
| 26 | 21 | Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001122 | ||
| 27 | 21.01 | i) 5th kilometer stone(Precast) | BI01010001010000000000000515BI0100001113 | 1 | Nos |
| 28 | 21.02 | ii) Ordinary kilometer stone(Precast) | BI01010001010000000000000515BI0100001113 | 15 | Nos |
| 29 | 21.03 | iii) 200 m Stone(Precast) | BI01010001010000000000000515BI0100001116 | 31 | Nos |
| 30 | 22 | Providing & fixing guard stones of M-15 grade guard /boundary stone /local stone of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 65 | Nos |
| 31 | 23 | 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 of MoRD as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | 1 | Nos |
| 32 | 24 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) | BI01010001010000000000000515BI0100001120 | 16 | Nos |
| 33 | 25 | Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 | BI01010001010000000000000515BI0100001120 | 3 | Nos |
| 34 | 26 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 | BI01010001010000000000000515BI0100001113 | ||
| 35 | 26.01 | 600 mm Equilateral Triangle (Narrow bridge) | BI01010001010000000000000515BI0100001115 | 41 | Nos |
| 36 | 26.02 | 600mm circular (Speed Limit) | BI01010001010000000000000515BI0100001115 | 21 | Nos |
| 37 | 27 | Routine Maintenance | BI01010001010000000000000515BI0100001123 | ||
| 38 | 27.01 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | BI01010001010000000000000515BI0100001113 | ||
| 39 | 27.02 | For 1st Year | BI01010001010000000000000515BI0100001115 | 7.76 | Km |
| 40 | 27.03 | For 2nd Year | BI01010001010000000000000515BI0100001116 | 7.76 | Km |
| 41 | 27.04 | For 3rd Year | BI01010001010000000000000515BI0100001117 | 7.76 | Km |
| 42 | 27.05 | For 4th Year | BI01010001010000000000000515BI0100001118 | 7.76 | Km |
| 43 | 27.06 | For 5th Year | BI01010001010000000000000515BI0100001119 | 7.76 | Km |
AI Tender Summary
Tender Timeline
Jul 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 14, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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