Tender For Civil Works - Roads Work -Ahiyapur-Guraru Road To Palki Sultan
Tender Value
50.17 Lakhs
Estimated cost
Bid Submission
28 May 2020
0 days left
EMD
1 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
TEKARI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Ahiyapur-Guraru Road To Palki Sultan
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-May-2020 | SUDHI | Other | 28-May-2020 |
BOQ
| Name of Work: Ahiyapur-Guraru Road To Palki sultan | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 of MoRD by manual means | 0.74 | Ha. | |
| 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 of 1000 m as per Technical Specification Clause 202 of MoRD by manual means | |||
| 3 | 3 | ii) Cement concrete | 1.2 | cum | |
| 4 | 4 | iv) Brick/tile masonry in cement mortar | 34.65 | cum | |
| 5 | 5 | vi) Hume pipes upto 600mm dia. | 15 | m | |
| 6 | 6 | 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 of MoRD | 78.3 | cum | |
| 7 | 7 | Soil obtained from excavation of roadway, side drains, foundations of structures with lead not exceeding 1000m | 54.8 | cum | |
| 8 | 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, 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. | |||
| 9 | 9 | a) With lead upto 100 m. (With Dozer ) | 195.9 | cum | |
| 10 | 10 | b) With lead upto 1000 m. | 48.97 | cum | |
| 11 | 12 | Construction of earthen shoulder with subgrade soil including spreading, grading to required slope and compacted as per the specifications. | |||
| 12 | 13 | a) With lead upto 100 m. (with Dozer) | 3404.63 | cum | |
| 13 | 14 | b) With lead upto 1000 m. | 851.16 | cum | |
| 14 | 15 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MoRD by mix in place method | |||
| 15 | 16 | i) Grading - II (With 2% qty for extra widening at curves and junction improvement), | 978 | cum | |
| 16 | 17 | ii) Grading - II (With 2% qty for extra widening at curves and junction improvement), | 345.36 | cum | |
| 17 | 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 as per Technical Specification Clause 405 of MoRD by manual means | |||
| 18 | 19 | i) Grading No.-2 Material (63-45 mm size) with crushable screenings. As per clause No.-405 and table : 400.9. (With 2% qty for extra widening at curves and junction improvement) | 326.18 | cum | |
| 19 | 21 | iii) Grading No.-3 Material (53-22.4 mm size) with crushable screenings. As per clause No.-405 and table : 400.9. (With 2% qty for extra widening at curves and junction improvement) | 326.18 | cum | |
| 20 | 22 | 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 for low porosity surface. (With 2% qty for extra widening at curves and junction improvement) | 4349.03 | sqm | |
| 21 | 23 | 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 treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. (With 2% qty for extra widening at curves and junction improvement) | 4349.03 | sqm | |
| 22 | 24 | 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-90 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 (With 2% qty for extra widening at curves and junction improvement) | 4349.03 | sqm | |
| 23 | 25 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 of MORD with S-90 grade bitumen laid by manual means I.e., without chips spreader. (With 2% qty for extra widening at curves and junction improvement) | 4349.03 | sqm | |
| 24 | 26 | Construction of subgrade 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 as per Technical Specification Clause 303.1 of MoRD | 227.25 | cum | |
| 25 | 27 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MoRD by mix in place method | 42.19 | cum | |
| 26 | 28 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MoRD by mix in place method | 42.19 | cum | |
| 27 | 29 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement 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 and appropriate weigh batcher 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, and water finishing to lines and grade as per drawing and technical specification clause1501 of MoRD | 112.5 | cum | |
| 28 | 30 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. A. without dewatering and shoring shuttering | 234.1 | cum | |
| 29 | 32 | Beding for pipe( Type A) Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 802,803,1105 (i),1202,1203 of MoRD | 15.58 | cum | |
| 30 | 33 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 | 79.55 | cum | |
| 31 | 34 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 10.42 | cum | |
| 32 | 35 | Providing and laying reinforced cement concrete pipe NP3 of 1000mm dia. 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. | 40 | no | |
| 33 | 36 | Brick Massonary in cement Mortar(1:3)in foundation complete excluding pointing and plastering as per driying and technical specification clausea 600/1202 and 1203 | 104.8 | cum | |
| 34 | 37 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 43.2 | cum | |
| 35 | 38 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 21.6 | cum | |
| 36 | 39 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 28.72 | cum | |
| 37 | 40 | Pointing with cement mortat (1:3) on brickwork as per drawing and technical specifications Clause 513.3 and 1204 | 211.78 | Sqm | |
| 38 | 43 | Earthwork in excavation for foundation of structures upto .6m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 76.73 | Cum | |
| 39 | 44 | Sandfilling in Foundation Trenches as per drawing and technical specification Clause 305.3.9 and 1108of MoRD | 13.95 | Cum | |
| 40 | 45 | Brick on edge laid in cement mortar (1:3) | 17.44 | Cum | |
| 41 | 46 | ProvidingConcrete for Plain/ Reinforced concrete M20 in open foundation complete as per drawing and technical specification clauses 802, 803,1202 and 1203 of MoRD | 27.64 | Cum | |
| 42 | 47 | Earthwork in excavation for foundation of structures upto .6m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 82.5 | Cum | |
| 43 | 50 | Sandfilling in Foundation Trenches as per drawing and technical specification Clause 305.3.9 and 1108of MoRD | 45 | Cum | |
| 44 | 51 | Brick on edge laid in cement mortar (1:3) | 37.5 | Cum | |
| 45 | 52 | 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 of MoRD | |||
| 46 | 53 | i.) 900mm equilateral triangle | 8 | nos | |
| 47 | 54 | ii.) 600mm equilateral triangle | 14 | nos | |
| 48 | 55 | iii) 600mm dia circular | 8 | nos | |
| 49 | 56 | iv) 800mm x600mm rectangular | 2 | nos | |
| 50 | 57 | v) 600x450 mm rectangular | 2 | nos | |
| 51 | 58 | vi) 600x600 mm square | 2 | nos | |
| 52 | 59 | 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 of MoRD | 2 | sqm | |
| 53 | 60 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | 10 | sqm | |
| 54 | 61 | Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer. | |||
| 55 | 62 | ii) Ordinary kilometer stone | 1 | nos | |
| 56 | 63 | iii) 200 mm Stone | 6 | nos | |
| 57 | 64 | 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 of MoRD | 25 | nos | |
| 58 | 65 | 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 | 2 | no.s | |
| 59 | 68 | 1st Year Maintenance cost | 1.287 | Km | |
| 60 | 69 | 2nd Year Maintenance cost | 1.287 | Km | |
| 61 | 70 | 3rd Year Maintenance cost | 1.287 | Km | |
| 62 | 71 | 4th Year Maintenance cost | 1.287 | Km | |
| 63 | 72 | 5th Year Maintenance cost | 1.287 | Km |
AI Tender Summary
Tender Timeline
May 28, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
May 28, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 28, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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