Special Repair Maintenance Of Mdr-13 To Khutawada Road Tal. Akrani Dist. Nandurbar. Ch. 0/00 To 3/720 Km. (Package No. Mh-19/Ndr/2019-20/Sr/42)
Tender Value
35.32 Lakhs
Estimated cost
Bid Submission
12 Jun 2020
0 days left
EMD
36000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Akrani → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair Maintenance Of Mdr-13 To Khutawada Road Tal. Akrani Dist. Nandurbar. Ch. 0/00 To 3/720 Km. (Package No. Mh-19/Ndr/2019-20/Sr/42)
BOQ
| Name of Work: SR Maintenance of MDR-13 To Khutawada Road TAL. Akrani DIST. Nandurbar. CH. 0/00 To 3/720 KM. (Package No. MH-19/NDR/2019-20/SR/42) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Work: SR Maintenance of MDR-13 To Khutawada Road TAL. Akrani DIST. Nandurbar. CH. 0/00 To 3/720 KM. (Package No. MH-19/NDR/2019-20/SR/42) | |||
| 2 | 1.1 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 | 62.697 | One Cubic Meter | |
| 3 | 2 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 464.94 | One Cubic Meter | |
| 4 | 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 776.25 | One Cubic Meter | |
| 5 | 4 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.\n | 3249 | One Square Meter | |
| 6 | 5 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (A) 50 mm thick Bitumen (S-65) 60/70 - VG-30 | 3249 | One Square Meter | |
| 7 | 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6900 | One Square Meter | |
| 8 | 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat)\nCase - II By Mechanical Means (i) Bitumen (S-65) VG-30 | 6900 | One Square Meter | |
| 9 | 8 | 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\nCase - I : Type A (i) Bitumen (S-65) VG-30 by mechanical means | 11160 | One Square Meter | |
| 10 | 9 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 | 1.08 | One Square Meter | |
| 11 | 10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (ii) Upto 3 m depth (by mechanical means ) \n | 13.58 | One Cubic Meter | |
| 12 | 11 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II.Ordinary rock (not requiring blasting) Upto 3 m depth I No 11.1 (ii)/P No 44\n | 17.4 | One Cubic Meter | |
| 13 | 12 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material \nand disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. \nIII.Hard rock (requiring blasting)\nUpto 3 m depth including 1.5 m depth in hard rock I No 11.1 (iii)/P No 44\n | 23.34 | One Cubic Meter | |
| 14 | 13 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.\n | 39.04 | One Cubic Meter | |
| 15 | 14 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. \nP.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 13.58 | One Cubic Meter | |
| 16 | 15 | Providing and laying Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807,1202 ans 1204 I. P.C.C grade M 15 Nominal mix (1:2.5:5) | 81.31 | One Cubic Meter | |
| 17 | 16 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:1:5:3 | 5.75 | One Cubic Meter | |
| 18 | 17 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25\n | 5.63 | One Cubic Meter | |
| 19 | 18 | Supplying, fitting, and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 1.5442 | One Metric Toone | |
| 20 | 19 | Providing and fixing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR Nagpur for 12-13) I No 13.16 (V)/P No.53 | 3.87 | One Square Meter | |
| 21 | 20 | Providing and fixing Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2017-18) | 4.06 | One Square Meter | |
| 22 | 21 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. PWD DSR (2018-19) | 31.25 | One Square Meter | |
| 23 | 22 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 1.26 | One cubic Meter | |
| 24 | 23 | Providing and fixing 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 Clauses 614, 709, 1204.3.7\na) A.C. pipe 100 mm Dia | 28 | One Each |
AI Tender Summary
Tender Timeline
May 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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