Renewal Bt Surface & Five Years Maintenance To Shirval Ker Bhekurliroad , Tal-Dodamarg
Tender Value
1.90 Crore
Estimated cost
Bid Submission
21 Jan 2025
0 days left
EMD
1.43 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dodamarg → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renewal BT Surface & Five Years Maintenance to Shirval Ker BhekurliRoad , Tal-Dodamarg
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 all lifts & leadsas per Technical Specification Clause 302.3 (SOR ITEM NO.3.5 (iii)) |
| 2 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 all lifts & leadsas per Technical Specification Clause 302.3 (SOR ITEM NO.3.5 (iii)) |
| 3 | Trimming of grass and weeds from the shoulders/beams and disposing off the same to suitable location as per technical specification clause 1914 |
| 4 | Constructing of Water Bound Macadam Using Locally available material such as Latritemetal as per table no 400.13to water bound macadam specification includingspreading in uniformthickness, hand packing rolling with three wheel 80-100 kn stativ rollar in stages to proper grade and camberapplaying and brooming requisite type of screening/ bimding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and tech.Specification Clause 408. |
| 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 Specification50 mm thick ,useing s-65 (60-70 ) bitumen |
| 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 nonbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR Item no. 5.2 ( iv ) |
| 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 seal coat of either Type Aas per Technical Specification Clause 508.SOR ITEM NO. 5.9(2) |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Aas per Technical Specification Clause 510With 60/70 Bitumen By MechanicalMeans |
| 9 | For Shoulders Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 10 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shallbe eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 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 suitablematerial.(in Ordinary soil ) |
| 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 and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.(in Had rock blasting prohibitted ) |
| 13 | Providing concrete M 10 for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202,1203 P.C.C. Grade M 10 (Nominal Mix 1:3:6) |
| 14 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202& 1203 Standard artificial sand I. PCC grade M 15 (Nominal mix 1:3:6) for Foundation of Gutter |
| 15 | Providing concrete M 15 for plain/reinforced concrete in substructure complete as per drawing and technical specifications clause 802,804,805,806,8071202,and1204 P.C.C. Grade M 15 (Nominal Mix 1:2.5:5) |
| 16 | Providing and laying reinforced cement concrete 1000mm diapipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 17 | Providing and laying reinforced cement concrete 750mm diapipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 18 | Filter MediaProviding and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder |
| 19 | Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structureswith slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification c |
| 20 | Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3RA No.40 |
AI Tender Summary
Tender Timeline
Jan 14, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 22, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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