Tender For Civil Work - Or26351 Mrl03-Gop To Kanti
Tender Value
4.76 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 - Or26351 Mrl03-Gop To Kanti
BOQ
| Name of Work: MRL03-Gop to Kanti | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 of MoRD by Manual means & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 60535 | Sqm |
| 2 | 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202 of MoRD by manual means & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | ||
| 3 | 2.01 | R.R.Stone Masonary | BI01010001010000000000000515BI0100001121 | 305.54 | Cum |
| 4 | 2.02 | Above 600mm to 900mm dia Hume pipe | BI01010001010000000000000515BI0100001121 | 67.5 | Rmt |
| 5 | 3 | Scarifying the existing bituminous road surface to a depth of 150mm (By Mechanical means) and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4 of MoRD & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 33427.5 | Sqm |
| 6 | 4 | Excavation for road work 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 1.5m and lead upto 1000m as per Technical Specification Clause 302.3 of MoRD. | BI01010001010000000000000515BI0100001117 | 889.54 | Cum |
| 7 | 5 | 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 | 1329.7 | Cum |
| 8 | 6 | 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 | ||
| 9 | 6.01 | By Mechanical means within 2km lead | BI01010001010000000000000515BI0100001121 | 56913.8 | Cum |
| 10 | 7 | 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 | 51121.8 | Sqm |
| 11 | 8 | Construction of sub-base by using stone screening providing well graded material, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface mixing by mix in place method at one and compaction with three wheel 80-100 KN static roller capacity to achieve the desired density complete as per specifcations clause 401 of MoRD and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 622.68 | Cum |
| 12 | 9 | Construction of earthern shoulders with approved material like moorum 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 1000m as per Technical Specification Clause 303.1 and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 2509.86 | Cum |
| 13 | 10 | 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/ Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by mechanical means and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | ||
| 14 | 10.01 | i) Grading No.-2 with Stone screening | BI01010001010000000000000515BI0100001121 | 210.83 | Cum |
| 15 | 10.02 | ii) Grading No.-3 with Stone screening | BI01010001010000000000000515BI0100001121 | 2890.02 | Cum |
| 16 | 11 | 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 | 36238.6 | Sqm |
| 17 | 12 | 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 | 36238.6 | Sqm |
| 18 | 13 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen emulsion as specified in IRC SP-100-2014 (Cold mix technology) to require line, grade and level to serve as a wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a 3 wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508.2 of MoRD & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 36238.6 | Sqm |
| 19 | 14 | Providing, laying and rolling of Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen emulsion as specified in IRC SP-100-2014 (Cold mix technology) and stone chips of required size as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 36238.6 | Sqm |
| 20 | 15 | Construction of un-reinforced, plain cement Panelled (0.5m x 0.5m) concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501and direction of Engineer in Charge. | BI01010001010000000000000515BI0100001123 | 1019.68 | Cum |
| 21 | 16 | 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 | 933.05 | Cum |
| 22 | 17 | 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 | 404.89 | Cum |
| 23 | 18 | 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 | ||
| 24 | 18.01 | 600 mm dia HPC Single Row | BI01010001010000000000000515BI0100001122 | 45 | Rmt |
| 25 | 18.02 | 1000 mm dia HPC Single Row | BI01010001010000000000000515BI0100001122 | 7.5 | Rmt |
| 26 | 18.03 | 1000 mm dia HPC Double Row | BI01010001010000000000000515BI0100001122 | 15 | Rmt |
| 27 | 19 | 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 | ||
| 28 | 19.01 | P.C.C grade M 15,Nominal mix 1:2.5:5 | BI01010001010000000000000515BI0100001114 | 268.93 | Cum |
| 29 | 20 | 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 | ||
| 30 | 20.01 | P.C.C grade M 15,Nominal mix 1:2.5:5 | BI01010001010000000000000515BI0100001114 | 712.58 | Cum |
| 31 | 21 | 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 | 167 | Rmt |
| 32 | 22 | 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 | 19.72 | Cum |
| 33 | 23 | Providing & laying of hot applied thermoplastic compond 2.5mm 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 & free from streaks & holes as per drawing and Technical Specifications of MoRT&H clause 803 and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | ||
| 34 | 23.01 | Thermoplastic paint edge | BI01010001010000000000000515BI0100001120 | 3642 | Sqm |
| 35 | 23.02 | Thermoplastic paint centre | BI01010001010000000000000515BI0100001120 | 400.62 | Sqm |
| 36 | 24 | 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 | ||
| 37 | 24.01 | i) 5th kilometer stone(Precast) | BI01010001010000000000000515BI0100001113 | 2 | Nos |
| 38 | 24.02 | ii) Ordinary kilometer stone(Precast) | BI01010001010000000000000515BI0100001113 | 10 | Nos |
| 39 | 24.03 | iii) 200 m Stone(Precast) | BI01010001010000000000000515BI0100001116 | 49 | Nos |
| 40 | 25 | 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 | 250 | Nos |
| 41 | 26 | 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 | 2 | Nos |
| 42 | 27 | 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 | 8 | Nos |
| 43 | 28 | 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 | 4 | Nos |
| 44 | 29 | 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 | ||
| 45 | 29.01 | 900mm equilateral triangle (Curve, School & Others) | BI01010001010000000000000515BI0100001115 | 16 | Nos |
| 46 | 29.02 | 600mm circular (Speed Limit) | BI01010001010000000000000515BI0100001115 | 8 | Nos |
| 47 | 29.03 | 600mm x 450mm Rectangular (2x Villages) | BI01010001010000000000000515BI0100001115 | 8 | Nos |
| 48 | 30 | Routine Maintenance | BI01010001010000000000000515BI0100001123 | ||
| 49 | 30.01 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | BI01010001010000000000000515BI0100001113 | ||
| 50 | 30.02 | For 1st Year | BI01010001010000000000000515BI0100001115 | 12.14 | Km |
| 51 | 30.03 | For 2nd Year | BI01010001010000000000000515BI0100001116 | 12.14 | Km |
| 52 | 30.04 | For 3rd Year | BI01010001010000000000000515BI0100001117 | 12.14 | Km |
| 53 | 30.05 | For 4th Year | BI01010001010000000000000515BI0100001118 | 12.14 | Km |
| 54 | 30.06 | For 5th Year | BI01010001010000000000000515BI0100001119 | 12.14 | 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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