Tender For Upgradation And Five Years Maintenance Of Road From 1) Upgradation And Five Years Maintenance Of Sherimala To Sh386 (Ekhatpur) (L057 ) Km 0.00 To 1.600. 2) Kolavalewasti To Ajanale (L055 ) Km 0.00 To 1.43. 3) Kolsewasti To Vr46 (Hangirge)
Tender Value
5.55 Crore
Estimated cost
Bid Submission
22 Sep 2026
7 days left
EMD
2.80 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solapur → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation And Five Years Maintenance Of Road From 1) Upgradation And Five Years Maintenance Of Sherimala To Sh386 (Ekhatpur) (L057 ) Km 0.00 To 1.600. 2) Kolavalewasti To Ajanale (L055 ) Km 0.00 To 1.43. 3) Kolsewasti To Vr46 (Hangirge) (L036 ) Km 0.00 To 1.30 4) Deshmukh-Kisan Salagare Patilwasti-Gundiwasti To Vr 131 (Kole) (L047 ) Km 0.00 To 1.80 Block- Sangola Dist. Solapur
BOQ
| Sl. No. | Item Description |
| 1 | Sherimala to SH386 (Ekhatpur) (L057 ) km 0.00 to 1.600. Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 5 | Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge. |
| 6 | 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.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 7 | 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 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge. |
| 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 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 3 as per Technical Specification Clause 405. |
| 9 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen and waste plastic to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means |
| 12 | Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means |
| 13 | Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 14 | Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 15 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 16 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge. |
| 17 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 18 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 19 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 20 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 21 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 22 | Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 23 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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. |
| 24 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 25 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 26 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 27 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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. |
| 28 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915. Note: For analysis of rates for maintainance works bitumen grade S-90 has been taken. User may modify as per site requirement |
| 29 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 30 | Kolavalewasti to Ajanale (L055 ) km 0.00 to 1.43. Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 31 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 32 | 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. As directed by engineer in charge. |
| 33 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 34 | Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge. |
| 35 | 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.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 36 | 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 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge. |
| 37 | 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 3 as per Technical Specification Clause 405. |
| 38 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 39 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 40 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen and waste plastic to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means |
| 41 | Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means |
| 42 | Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 43 | Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 44 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 45 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge. |
| 46 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 47 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 48 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 49 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 50 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 51 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 52 | Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 53 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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. |
| 54 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 55 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 56 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 57 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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. |
| 58 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915. Note: For analysis of rates for maintainance works bitumen grade S-90 has been taken. User may modify as per site requirement |
| 59 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 60 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 61 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 62 | 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. As directed by engineer in charge. |
| 63 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 64 | Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge. |
| 65 | 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.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 66 | 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 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge. |
| 67 | 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 3 as per Technical Specification Clause 405. |
| 68 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 69 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 70 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen and waste plastic to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means |
| 71 | Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means |
| 72 | Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 73 | Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 74 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 75 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge. |
| 76 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 77 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 78 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 79 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 80 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 81 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 82 | Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 83 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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. |
| 84 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 85 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 86 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 87 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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. |
| 88 | Providing and laying reinforced cement concrete pipe NP3 1200mm Diam. 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. |
| 89 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915. Note: For analysis of rates for maintainance works bitumen grade S-90 has been taken. User may modify as per site requirement |
| 90 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 91 | Deshmukh-Kisan Salagare Patilwasti-Gundiwasti to VR 131 (Kole) (L047 ) km 0.00 to 1.80 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 92 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 93 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with a all lift and all lead , trimming bottom and side slopes in lines, grades and cross-sections as per Technical Specification Clause 302.3.5. As directed by engineer in charge. |
| 94 | 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. As directed by engineer in charge. |
| 95 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 96 | Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge. |
| 97 | 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.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 98 | 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 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge. |
| 99 | 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 3 as per Technical Specification Clause 405. |
| 100 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 101 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 102 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen and waste plastic to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means |
| 103 | Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means |
| 104 | Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 105 | Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 106 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 107 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge. |
| 108 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 109 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 110 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 111 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 112 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 113 | Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 114 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 115 | Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 116 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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. |
| 117 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 118 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 119 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 120 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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. |
| 121 | Providing and laying reinforced cement concrete pipe NP3 1200mm Diam. 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. |
| 122 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915. Note: For analysis of rates for maintainance works bitumen grade S-90 has been taken. User may modify as per site requirement |
| 123 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 7 daysSep 23, 2026
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