Maharashtra Rural Road Development Agency Tender
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Maharashtra Rural Road Development Agency - MRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Apr 2023
Closing Date28 Apr 2023
Tender AmountRefer Documents
Costs
EMD
₹ 4,59,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MRRDA_893479_3Bid Award Id
ViewTender No
E-Tender NO.04/2023-24 ADBTender Authority
Maharashtra Rural Road Development Agency ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
5853.48
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-
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
4742.36
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-
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
592.8
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-
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
592.8
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-
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 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
4446.63
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-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
1411.99
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-
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
1006.43
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-
Water Bound Macadam with Stone Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Stone Screenings)
970.99
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-
Modified Penetration Macadam - Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30
15822.45
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-
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
18175.5
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-
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using Viscocity Grade -30 grade bitumen at at the rate of 1.46 kilogram/ square meter and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all leads & lifts , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)
15561
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-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)
15561
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-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
249.13
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures i) Ordinary Rock ( not requiring blasting )
8.94
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for StructuresHard rock ,IV. (blasting prohibited)
8.94
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-
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
73.39
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-
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
111.45
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-
Providing flush grooved pointing with cement mortar 1: 3 for stone masonry work including scaffolding and curing etc. complete.
32.5
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-
Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe
30
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-
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 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.
13.86
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-
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5
2.84
-
-
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
90
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-
Providing and laying reinforced cement concrete pipe NP3 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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
75
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-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
20
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-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
6
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-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 MM Rectangular
3
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-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
2
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-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
4.68
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-
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
5
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-
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
20
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-
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
202
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-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
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Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
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-
Road Delineators: 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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
70
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-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
988
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-
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
80
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.4
-
-
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
39.25
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-
Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete as directed by Engineer in charge
16
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-
Proposed Upgradation & Maintenance of Road from SH-139 (Dandeghar) To Taluka Border (Khingar) Road Km 0/000 to Km 4/275 in Taluka : Mahabaleshwar, District : Satara Site Clearance, Dismantling and Earth Works Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means
1.28
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-
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.
14
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-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all leads & lifts as per Technical Specification Clause 301.4.
1200
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-
Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.
4714.66
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-
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
438.75
-
-
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
5263.44
-
-
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
657.93
-
-
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
657.93
-
-
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 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
2456.52
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
615.04
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-
Water Bound Macadam with Stone Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Stone Screenings)
429.98
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-
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
335.48
-
-
Modified Penetration Macadam - Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30
12420.45
-
-
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
17892
-
-
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using Viscocity Grade -30 grade bitumen at at the rate of 1.46 kilogram/ square meter and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all leads & lifts , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)
11812.5
-
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)
11812.5
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-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
254.4
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-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
627.36
-
-
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting)
15.57
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures Hard rock ,IV. (blasting prohibited)
15.57
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-
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
169.43
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-
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
557.03
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-
I) 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
150
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-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
120
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-
Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe
45
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-
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 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.
40.5
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5
6.64
-
-
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
60
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-
Providing and laying reinforced cement concrete pipe NP3 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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
135
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-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
22
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-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
12
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 MM Rectangular
2
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
2
-
-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
4.68
-
-
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
4
-
-
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
18
-
-
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
175
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
-
-
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
-
-
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Spec : MORTH-810
50
-
-
Road Delineators: 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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
87
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
513
-
-
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
100
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
9.6
-
-
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
39.25
-
-
Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete as directed by Engineer in charge
28
-
-
Proposed Upgradation & Maintenance of Road from MDR-17 to Birmani Road Km 0/000 to Km 4/900 in Taluka : Mahabaleshwar, District : Satara Site Clearance, Dismantling and Earth Works Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means
1.47
-
-
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.
20
-
-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all leads & lifts as per Technical Specification Clause 301.4.
6450
-
-
Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.
3752.89
-
-
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
165.72
-
-
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
5232.57
-
-
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1308.14
-
-
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
2180.24
-
-
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 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
1645.49
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
732.81
-
-
Water Bound Macadam with Stone Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Stone Screenings)
2022.08
-
-
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
971.93
-
-
Modified Penetration Macadam - Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30
15595.65
-
-
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
18459
-
-
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using Viscocity Grade -30 grade bitumen at at the rate of 1.46 kilogram/ square meter and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all leads & lifts , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)
15277.5
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)
15277.5
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
36
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
1098.55
-
-
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting)
210.92
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures Hard rock ,IV. (blasting prohibited)
269.45
-
-
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. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar
296.4
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Dismantling of Structures
(I) By Manual Means (B) Cement Concrete
75.24
-
-
Filling in foundation Trenches as per Drawing and technical Specification Clause 305.3.9
77.96
-
-
Removing all types of Hume pipes and stacking with all leads and lifts including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
135
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
170.13
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 15 Including all leads & lifts and as directed by Engineer in charge.
84.06
-
-
Providing and laying reinforced cement concrete in Open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25
73.49
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
492.61
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25
37.13
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25
60.7
-
-
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
21
-
-
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
60
-
-
Drainage spouts complete as per drawing and technical specifications Clauses 1209
10
-
-
Backfilling behind abutment,wings wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material
257.4
-
-
I) 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
180
-
-
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
25
-
-
II)A Expansion joint with 25 mm thick bitumenous pad
18.3
-
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
94.92
-
-
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
257.4
-
-
Providing and laying reinforced cement concrete pipe NP3 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. 1 Row x 1200 mm Dia
37.5
-
-
Providing and laying reinforced cement concrete pipe NP3 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. 1 Row x 1000 mm Dia
37.5
-
-
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
73.02
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5
9.99
-
-
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
17.7
-
-
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
60
-
-
Providing and laying reinforced cement concrete pipe NP3 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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
112.5
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
40
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
25
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 MM Rectangular
2
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
2
-
-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
4.68
-
-
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
5
-
-
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
20
-
-
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
198
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
-
-
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
-
-
Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014: 2012 having zinc plus PVC coating of over all diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges bing mechanically selvedge including placing in position, fittingn eatly with trap stone rubble (15 to 23 cm) all loose end s to be securely tied (Excluding transportation) etc.complete.(In Dry condition and forunder water installation extra cost to be considered)
483.75
-
-
Providing and laying Needle Punched and mechanically bonded non woven Geotextile of Type II indigenously manufactured from high quality Propylene staple fibers (continuous filament will not be accepted) on the prepared subgrade for Seperation.(For use this item SE/ CE permission is obligatory.)
1942.5
-
-
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Spec : MORTH-810
520
-
-
Road Delineators: 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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
212
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
637
-
-
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
240
-
-
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
9.6
-
-
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
156.67
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Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete as directed by Engineer in charge
24
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