Tender For 1)Upgradation Of Road From -Mdr-24 To Nimbgaon Road,Block-Ardhapur.2)Upgradation Of Road From-Nh-361 To Rodagi Road,Block-Ardhapur.3)Upgradation Of Road From- Sh-261 To Lahan -Lahan Tanda Road From- Block-Ardhapur.4)Upgradation Of Road Fro
Tender Value
18.81 Crore
Estimated cost
Bid Submission
07 Aug 2026
5 days left
EMD
9.98 Lakhs
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nanded → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 1)Upgradation Of Road From -Mdr-24 To Nimbgaon Road,Block-Ardhapur.2)Upgradation Of Road From-Nh-361 To Rodagi Road,Block-Ardhapur.3)Upgradation Of Road From- Sh-261 To Lahan -Lahan Tanda Road From- Block-Ardhapur.4)Upgradation Of Road From- Dongargaon To Borgaon Sita Road Block-Mudkhed.5)Upgradation Of Road From-Mdr-48 Wadi Muktaji To Mugat Road.Block-Mudkhed.
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK-1 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 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, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle |
| 2 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 3 | 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 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 4 | 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 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 5 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 6 | Construction of subgrade and earthen shoulders 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. 100% P.D. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 7 | Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete ( MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880) |
| 8 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 9 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. I.NO 6.9 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 10 | Providing and laying White Topping/Short panalled concrete as per IRC-SP 76- 2015 (Existing Surface Preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separatly ) with un reinforced M-40 Grade Pavement Quality Concrete using ordinary portland cement 43/53 grade or Portland Pozzzolana Cement IS- 1489 at 425kg /cum.coarse agrreegate,fine agregate (VSI) and admixture confirming to IS 9130 - 1999 (R- 2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene/polypropylene / glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of ruptureof concrete 4.5 MPa at 28 dayslimiting maximum water content ratio to 0.40, transported to site, laid with fixed form/slip from paver finisher (preferably with slip from paver finisher), spread , vibrated , compacted and finished of surface,spraying two layers of curing compound,curing with water sprayed on hesssian cloth covered over concrete surface,groove cutting grid 1mx1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the thickness and width 3-5 mm as per design including cost of all material,side fromwork,labour and macheineries et.complete as perspecifications (Excluding Dowel Bars and Tie Bars)(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 11 | Providing and fixing in position 25 mm dia. Anticorrosive MS dowel bars of required dia. 60 cm long and at 30 cm C/C amd wherever directed including handling straighting ,necessary cutting supported chairs with proper alignment with half length covered by polythene sheathing including cap etc.complete. i.no.6.10 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024). MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 12 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12mm dia. 70 cms.long and at 30.0 cm C/C and wherever directed including handaling , straightening , necessary cutting , handaling , straightening , supported by assembly of TMT FE 500 , chairs with proper alignment etc.complete. i.no.6.11(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 13 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9)ordinary Km stone MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 14 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) 200 M Stone MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 15 | Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 16 | 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 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 17 | 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 color in front and gray color 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 color 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 ( 600mmEq Triangle)MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 18 | 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 color in front and gray color 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 color 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 ( 600mm circular) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 19 | 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 color in front and gray color 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 color 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 ( 600mmx 450 mm Rectangular) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 20 | 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 color in front and gray color 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 color 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 ( 600mmx600 mm Square) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 21 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 22 | Painting Line, Dashes , Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control (Over/Upto __cm wide) (MORTH-803) --______ Surface MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 23 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3 mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor |
| 24 | MMGSY / PMGSY Project informatory sign board Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 25 | Citizen information board Providing and fixing of typical PMGSY Retro Reflective information board as per as 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 & bottom duly rivetted with MS angles of 35 x 35 x 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-15 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-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 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 67-2022. The inks used for printing shall be 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 26 | MMGSY / PMGSY Maintenance Information Board Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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 67-2022. The inks used for printing shall be 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 7 years for 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). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of ClassB grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 27 | Providing and laying reinforced cement concrete pipe NP2 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. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 28 | Providing and laying reinforced cement concrete pipe NP2 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. Utilised old pipe MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 29 | Providing and laying concrete pipes of I.S. NP. Class of 300 mm diameter in proper line level and slope including necessary collars, excavation, laying, fixing with collars in cement mortors 1:1 and refiling the trench Utility,pipe line & other Crossong MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 30 | Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 31 | Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 32 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 RUBBLE FILLING MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 )MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 34 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 35 | 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 Clauses 614, 709, 1204.3.7 MDR-24 To Nimbgaon Road(vr 98) Km 0/00 to 2/880 |
| 36 | SUBWORK-2 NH-261 to Rodgi Road CH - 0/00 TO 4/650 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, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle |
| 37 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 38 | Compacting original ground supporting embankmen Loosening, Levelling and Compacting original ground supporting embankment tofacilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 39 | 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 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 40 | 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 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 41 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 42 | Construction of subgrade and earthen shoulders 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. 100% P.D. NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 43 | Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 44 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 45 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. I.NO 6.9 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 46 | Providing and laying White Topping/Short panalled concrete as per IRC-SP 76- 2015 (Existing Surface Preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separatly ) with un reinforced M-40 Grade Pavement Quality Concrete using ordinary portland cement 43/53 grade or Portland Pozzzolana Cement IS- 1489 at 425kg /cum.coarse agrreegate,fine agregate (VSI) and admixture confirming to IS 9130 - 1999 (R- 2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene/polypropylene / glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of ruptureof concrete 4.5 MPa at 28 dayslimiting maximum water content ratio to 0.40, transported to site, laid with fixed form/slip from paver finisher (preferably with slip from paver finisher), spread , vibrated , compacted and finished of surface,spraying two layers of curing compound,curing with water sprayed on hesssian cloth covered over concrete surface,groove cutting grid 1mx1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the thickness and width 3-5 mm as per design including cost of all material,side fromwork,labour and macheineries et.complete as perspecifications (Excluding Dowel Bars and Tie Bars)(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) |
| 47 | Providing and fixing in position 25 mm dia. Anticorrosive MS dowel bars of required dia. 60 cm long and at 30 cm C/C amd wherever directed including handling straighting ,necessary cutting supported chairs with proper alignment with half length covered by polythene sheathing including cap etc.complete. i.no.6.10 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024). NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 48 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12mm dia. 70 cms.long and at 30.0 cm C/C and wherever directed including handaling , straightening , necessary cutting , handaling , straightening , supported by assembly of TMT FE 500 , chairs with proper alignment etc.complete. i.no.6.11(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 49 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9)ordinary Km stone NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 50 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) 200 M Stone NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 51 | Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 52 | 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 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 53 | 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 color in front and gray color 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 color 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 ( 600mmEq Triangle) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 54 | 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 color in front and gray color 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 color 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 ( 600mm circular) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 55 | 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 color in front and gray color 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 color 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 ( 600mmx 450 mm Rectangular) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 56 | 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 color in front and gray color 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 color 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 ( 600mmx600 mm Square) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 57 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 58 | Painting Line, Dashes , Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control (Over/Upto __cm wide) (MORTH-803) --______ Surface NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 59 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3 mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor |
| 60 | MMGSY / PMGSY Project informatory sign board Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 61 | Citizen information board Providing and fixing of typical PMGSY Retro Reflective information board as per as 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 & bottom duly rivetted with MS angles of 35 x 35 x 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-15 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-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 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 67-2022. The inks used for printing shall be 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 62 | MMGSY / PMGSY Maintenance Information Board Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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 67-2022. The inks used for printing shall be 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 7 years for 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). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of ClassB grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 63 | Providing and laying reinforced cement concrete pipe NP2 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. NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 64 | Providing and laying concrete pipes of I.S. NP. Class of 300 mm diameter in proper line level and slope including necessary collars, excavation, laying, fixing with collars in cement mortors 1:1 and refiling the trench Utility,pipe line & other Crossong NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 65 | Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 66 | Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 67 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 RUBBLE FILLING NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 68 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 69 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 70 | 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 Clauses 614, 709, 1204.3.7 NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 71 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Stone/Bouloder NH 261 to Rodagi Road CH - 0/00 TO 4/650 |
| 72 | SUBWORK-3 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur 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, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 73 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 74 | 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 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 75 | 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 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 76 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 77 | Construction of subgrade and earthen shoulders 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. 100% P.D. NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 78 | Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 79 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 80 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. I.NO 6.9 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 Tq.Ardhapur |
| 81 | Providing and laying White Topping/Short panalled concrete as per IRC-SP 76- 2015 (Existing Surface Preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separatly ) with un reinforced M-40 Grade Pavement Quality Concrete using ordinary portland cement 43/53 grade or Portland Pozzzolana Cement IS- 1489 at 425kg /cum.coarse agrreegate,fine agregate (VSI) and admixture confirming to IS 9130 - 1999 (R- 2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene/polypropylene / glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of ruptureof concrete 4.5 MPa at 28 dayslimiting maximum water content ratio to 0.40, transported to site, laid with fixed form/slip from paver finisher (preferably with slip from paver finisher), spread , vibrated , compacted and finished of surface,spraying two layers of curing compound,curing with water sprayed on hesssian cloth covered over concrete surface,groove cutting grid 1mx1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the thickness and width 3-5 mm as per design including cost of all material,side fromwork,labour and macheineries et.complete as perspecifications (Excluding Dowel Bars and Tie Bars)(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 82 | Providing and fixing in position 25 mm dia. Anticorrosive MS dowel bars of required dia. 60 cm long and at 30 cm C/C amd wherever directed including handling straighting ,necessary cutting supported chairs with proper alignment with half length covered by polythene sheathing including cap etc.complete. i.no.6.10 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024). NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 83 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12mm dia. 70 cms.long and at 30.0 cm C/C and wherever directed including handaling , straightening , necessary cutting , handaling , straightening , supported by assembly of TMT FE 500 , chairs with proper alignment etc.complete. i.no.6.11(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 84 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9)ordinary Km stone NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 85 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) 200 M Stone NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 86 | Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 87 | 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 NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 88 | 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 color in front and gray color 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 color 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 ( 600mmEq Triangle) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 89 | 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 color in front and gray color 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 color 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 ( 600mm circular) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 90 | 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 color in front and gray color 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 color 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 ( 600mmx 450 mm Rectangular) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 91 | 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 color in front and gray color 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 color 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 ( 600mmx600 mm Square) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 92 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 93 | Painting Line, Dashes , Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control (Over/Upto __cm wide) (MORTH-803) --______ Surface NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 94 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3 mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor |
| 95 | MMGSY / PMGSY Project informatory sign board Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 96 | Citizen information board Providing and fixing of typical PMGSY Retro Reflective information board as per as 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 & bottom duly rivetted with MS angles of 35 x 35 x 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-15 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-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 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 67-2022. The inks used for printing shall be 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 97 | MMGSY / PMGSY Maintenance Information Board Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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 67-2022. The inks used for printing shall be 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 7 years for 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). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of ClassB grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 98 | Providing and laying reinforced cement concrete pipe NP2 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. NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 99 | Providing and laying concrete pipes of I.S. NP. Class of 300 mm diameter in proper line level and slope including necessary collars, excavation, laying, fixing with collars in cement mortors 1:1 and refiling the trench Utility,pipe line & other Crossong NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 100 | Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 101 | Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 102 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 RUBBLE FILLING NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 103 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 104 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) NH 261 (Lahan) T0 Lahan Tanda(VR 55) Road CH - 0/00 TO 2/610 |
| 105 | SUBWORK-04 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, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle ITEM NO 2.20 (II) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 106 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 I.NO.3.15 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 107 | 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 ITEM NO 3.5 (III)DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 108 | 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 item no 3.3DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 109 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 item no 3.4DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 110 | Construction of subgrade and earthen shoulders 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. 100% P.D. item no 3.14 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 111 | 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. item no 4.1 A (I)DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 112 | 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 Grading 2 as per Technical Specification Clause 405. tem no 4.8 2A (I. ) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 113 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. ssr i.no.5.13 (PWD SSR 2022-23) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 114 | Providing and laying White Topping/Short panalled concrete as per IRC-SP 76- 2015 (Existing Surface Preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separatly ) with un reinforced M-40 Grade Pavement Quality Concrete using ordinary portland cement 43/53 grade or Portland Pozzzolana Cement IS- 1489 at 425kg /cum.coarse agrreegate,fine agregate (VSI) and admixture confirming to IS 9130 - 1999 (R- 2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene/polypropylene / glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of ruptureof concrete 4.5 MPa at 28 dayslimiting maximum water content ratio to 0.40, transported to site, laid with fixed form/slip from paver finisher (preferably with slip from paver finisher), spread , vibrated , compacted and finished of surface,spraying two layers of curing compound,curing with water sprayed on hesssian cloth covered over concrete surface,groove cutting grid 1mx1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the thickness and width 3-5 mm as per design including cost of all material,side fromwork,labour and macheineries et.complete as perspecifications (Excluding Dowel Bars and Tie Bars)(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 115 | Providing and fixing in position 25 mm dia. Anticorrosive MS dowel bars of required dia. 60 cm long and at 30 cm C/C amd wherever directed including handling straighting ,necessary cutting supported chairs with proper alignment with half length covered by polythene sheathing including cap etc.complete. i.no.6.10 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024). DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 116 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12mm dia. 70 cms.long and at 30.0 cm C/C and wherever directed including handaling , straightening , necessary cutting , handaling , straightening , supported by assembly of TMT FE 500 , chairs with proper alignment etc.complete. i.no.6.11(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 117 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.10(II) ordinary Km stone DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 118 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.10(III) 200 M Stone DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 119 | Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.11) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 120 | 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 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 121 | 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 color in front and gray color 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 color 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 ( 600mm Circular) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 122 | 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 color in front and gray color 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 color 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 ( 600mm equilatral traingle) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 123 | 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 color in front and gray color 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 color 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 ( 600mmx450mm rectangle) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 124 | 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 color in front and gray color 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 color 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 ( 600mmx600mm square) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 125 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 126 | Painting Line, Dashes , Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control (Over/Upto __cm wide) (MORTH-803) --______ Surface DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 127 | Providing & Fixing of typical MMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 128 | MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as 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 & bottom duly rivetted with MS angles of 35 x 35 x 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 shall be 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.MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 129 | MMGSY / PMGSY Maintenance Information Board Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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 67-2022. The inks used for printing shall be 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 7 years for 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). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of ClassB grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 130 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3 mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor |
| 131 | Providing and laying reinforced cement concrete pipe NP2 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 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 132 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line,level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 133 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b)DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 134 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.SOR item No.2.13 b) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 135 | Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 136 | Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 137 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 RUBBLE FILLING DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 138 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 139 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) DONGARGAON TO BORGAON SITA ROAD CH-0/00 TO 3/765 |
| 140 | SUBWORK-05 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. 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, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle ITEM NO 2.20 (II) |
| 141 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. I.NO.3.15 (II) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 142 | 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 ITEM NO 3.5 (III)MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 143 | 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 item no 3.3 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 144 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 item no 3.4MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 145 | Construction of subgrade and earthen shoulders 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. 100% P.D. item no 3.14 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 146 | 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. item no 4.1 A (I) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 147 | 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 Grading 2 as per Technical Specification Clause 405. tem no 4.8 2A (I. ) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 148 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. ssr i.no.5.13 (PWD SSR 2022-23) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 149 | Providing and laying White Topping/Short panalled concrete as per IRC-SP 76- 2015 (Existing Surface Preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separatly ) with un reinforced M-40 Grade Pavement Quality Concrete using ordinary portland cement 43/53 grade or Portland Pozzzolana Cement IS- 1489 at 425kg /cum.coarse agrreegate,fine agregate (VSI) and admixture confirming to IS 9130 - 1999 (R- 2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene/polypropylene / glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of ruptureof concrete 4.5 MPa at 28 dayslimiting maximum water content ratio to 0.40, transported to site, laid with fixed form/slip from paver finisher (preferably with slip from paver finisher), spread , vibrated , compacted and finished of surface,spraying two layers of curing compound,curing with water sprayed on hesssian cloth covered over concrete surface,groove cutting grid 1mx1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the thickness and width 3-5 mm as per design including cost of all material,side fromwork,labour and macheineries et.complete as perspecifications (Excluding Dowel Bars and Tie Bars)(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) .MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 150 | Providing and fixing in position 25 mm dia. Anticorrosive MS dowel bars of required dia. 60 cm long and at 30 cm C/C amd wherever directed including handling straighting ,necessary cutting supported chairs with proper alignment with half length covered by polythene sheathing including cap etc.complete. i.no.6.10 (Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024). MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 151 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12mm dia. 70 cms.long and at 30.0 cm C/C and wherever directed including handaling , straightening , necessary cutting , handaling , straightening , supported by assembly of TMT FE 500 , chairs with proper alignment etc.complete. i.no.6.11(Rate Approved By Letter No 151/Ban-2 Date: 22.03.2024) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 152 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.10(II) ordinary Km stone MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 153 | Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.10(III) 200 M Stone MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 154 | Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.11) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 155 | 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 color in front and gray color 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 color 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 ( 600mm Equilatral traingle) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 156 | 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 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 157 | 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 color in front and gray color 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 color 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 ( 600mm Circular) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 158 | 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 color in front and gray color 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 color 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 ( 600mmx450mm rectangle Circular) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 159 | 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 color in front and gray color 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 color 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 ( 600mm x 600mm square) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 160 | Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 161 | Painting Line, Dashes , Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S.164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control (Over/Upto __cm wide) (MORTH-803) --______ Surface MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 162 | Providing & Fixing of typical MMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 163 | MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as 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 & bottom duly rivetted with MS angles of 35 x 35 x 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 shall be 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.MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 164 | MMGSY / PMGSY Maintenance Information Board Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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 67-2022. The inks used for printing shall be 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 7 years for 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). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of ClassB grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 165 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3 mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of 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 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 67-2022. The inks used for printing shall be 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 7 years for Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor |
| 166 | Providing and laying reinforced cement concrete pipe NP2 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. MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 167 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line,level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete .MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 168 | Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil .MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 169 | Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 170 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 RUBBLE FILLING MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050 |
| 171 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 172 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 173 | 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 Clauses 614, 709, 1204.3.7 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 174 | 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( MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. |
| 175 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 MDR -48 (WADI MUKTAJI) TO MUGAT CH-0/00 TO 4/050. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender