Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2019
Closing Date14 Mar 2019
Tender Amount₹ 9,24,80,184
Costs
EMD
₹ 10,51,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation/improvement And Five Year Routine Maintenance Adb Ndr 05 Tal.taloda
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_MMGSY_428268_5Bid Award Id
ViewTender No
31/ADB/Region NAS/NDR/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202.
15
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crofm-sections, and transporting to the embankment location with a lift upto 1.5 m and with all leads upto 100 m as per Technical Specification MORD 2014 Clause 302.3
6042.68
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 1000 m
4191.8
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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 a lift upto 1.5 m and with all leads, trimming bottom and side slopes in accordance with requirements of lines, grades and crofm-sections as per Technical Specification MORD 2014 Clause 302.3.5
1991.11
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and croPR-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
104.8
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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 Mord 2014 Clause 301.5
11003.03
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 for any lead more than 250 m as per Technical Specification Mord 2014 Clause 301.5
938.29
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Mord 2014 Clause 301.5 With compensation
348.9
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification including spreading the material for road width, watering, compaction etc. complete. Clause 301.4 & Clause 301.4.1.
9100
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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 Technical Specification MORD 2014Clause 303.1.
5192.61
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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 MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock.
508.89
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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 WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
2008.52
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
17080.09
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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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30
18246.69
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
17232.69
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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 as per Technical Specification MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
17232.69
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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
354
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Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
873.65
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
521.67
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
165.89
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
200.16
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For pier for Normal Dewatering
194.67
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
112.5
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 800 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
60
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
90
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Providing selected murum filling including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec. No.: CD.14 Page.No. 167
467.58
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) with 95 % cement and 5 % Flyash.
390.75
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
87.17
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Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202, 1204 - P.C.C grade M 20 For nominal mix 1:1:5:3
416.37
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5)
60.02
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
97.68
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Supplying, fitting, and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
1.215
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Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
2.518
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
6.9151
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Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD a CSR Nagpur for 2015-16) As per Technical Specification MORD 2014 Cluase No. 1402.
33
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Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
20.85
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Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
155.65
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
225.94
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
14.97
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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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
234
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Providing and fixing 25mm dia. Steel anchor dowel in hard rock including drilling hole of 32 mm dia. up to 0.75 mtrs depth,. placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. Spec. No.: As directed by Engineer in charge.
106
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Providing & fixing stream lined R.C.C. guard stone including (1:2:4) c.c and mild steel bar reinforcement complete. Spec. No.: CD.20 Page.No. 169
33
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White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scaping etc as per technical specification clause 1915.
480
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
31.16
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Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
258
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 5th Kilometre Stone (precast)
1
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
5
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
26
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 colour. 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 'Logo' of MMGSY Project
3
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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 cm 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. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
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 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
16
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 b. Logo board 900 x 600 mm.
12
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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 cm 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. (Rate as per RD & WC Deptt. No. MMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Maintenance Board
3.6
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Supplying precast conventional reflective delinators on four sides of road signs. (MORTH-806)
100
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Metal Beam crash barriar - Type A W:metal Beam Crash Barriars (Providing and errecting 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, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all fittings to cinfirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810. (MORTH-811)
40
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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.complete (MORTH-803.40)
748.02
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Supplying & Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Twin Shank RPM (Cat Eye) (MORTH-806 & 804)
100
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Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each ncluding preparing the surface, cost of material, conveying etc. complete.
56
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
14
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Name of Work: Improvement/Upgradation of MDR-1 to Varpada Road TAL. Taloda DIST. Nandurbar. CH. 0/00 To 1/000 KM.
Bill No. 1 Site Clearance, Dismantling and Earth Works
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 Mord 2014 Clause 201. (a) In area of non-thorny jungle
0.2
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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 Mord 2014 Clause 201. (B) In area of thorny jungle
0.2
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crofm-sections, and transporting to the embankment location with a lift upto 1.5 m and with all leads upto 100 m as per Technical Specification MORD 2014 Clause 302.3
702.68
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 1000 m
655.18
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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 a lift upto 1.5 m and with all leads, trimming bottom and side slopes in accordance with requirements of lines, grades and crofm-sections as per Technical Specification MORD 2014 Clause 302.3.5
349.43
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and croPR-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
87.36
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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 Mord 2014 Clause 301.5
1109.74
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 for any lead more than 250 m as per Technical Specification Mord 2014 Clause 301.5
821.17
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Mord 2014 Clause 301.5 With compensation
351.93
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification including spreading the material for road width, watering, compaction etc. complete. Clause 301.4 & Clause 301.4.1.
2128
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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 Technical Specification MORD 2014Clause 303.1.
745.25
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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 MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock.
177.09
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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 WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
514.16
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
3262.74
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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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30
3313.61
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
3313.61
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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 as per Technical Specification MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
3313.61
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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
66
-
-
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Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
187.81
-
-
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
101.16
-
-
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
35.68
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-
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
58.97
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
35
-
-
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 800 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
10
-
-
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
15
-
-
... More
Providing selected murum filling including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec. No.: CD.14 Page.No. 167
117.44
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) with 95 % cement and 5 % Flyash.
105.9
-
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
15.74
-
-
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Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202, 1204 - P.C.C grade M 20 For nominal mix 1:1:5:3
97.59
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
9.8
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
0.5667
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
0.7351
-
-
... More
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD a CSR Nagpur for 2015-16) As per Technical Specification MORD 2014 Cluase No. 1402.
6
-
-
... More
Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
4.95
-
-
... More
Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
35.14
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
40.34
-
-
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
1.46
-
-
... More
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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
40
-
-
... More
White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scaping etc as per technical specification clause 1915.
210
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
20.1
-
-
... More
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
75
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
1
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
4
-
-
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 colour. 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 'Logo' of MMGSY Project
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 cm 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. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
2
-
-
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
16
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
4
-
-
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 b. Logo board 900 x 600 mm.
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 cm 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. (Rate as per RD & WC Deptt. No. MMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Maintenance Board
2.4
-
-
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Supplying precast conventional reflective delinators on four sides of road signs. (MORTH-806)
100
-
-
... More
Metal Beam crash barriar - Type A W:metal Beam Crash Barriars (Providing and errecting 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, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all fittings to cinfirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810. (MORTH-811)
40
-
-
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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.complete (MORTH-803.40)
232.67
-
-
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Supplying & Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Twin Shank RPM (Cat Eye) (MORTH-806 & 804)
100
-
-
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Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each ncluding preparing the surface, cost of material, conveying etc. complete.
4
-
-
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
4
-
-
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Name of Work: Improvement/Upgradation of Shelwai to Ratanpada Road TAL. Taloda DIST. Nandurbar. CH. 0/00 To 3/000 KM.
Bill No. 1 Site Clearance, Dismantling and Earth Works
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 Mord 2014 Clause 201. (a) In area of non-thorny jungle
0.6
-
-
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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 Mord 2014 Clause 201. (B) In area of thorny jungle
0.6
-
-
... More
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 MORd 2014 Clause 202.
9
-
-
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202.
7.5
-
-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crofm-sections, and transporting to the embankment location with a lift upto 1.5 m and with all leads upto 100 m as per Technical Specification MORD 2014 Clause 302.3
2302.37
-
-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 1000 m
2019.74
-
-
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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 a lift upto 1.5 m and with all leads, trimming bottom and side slopes in accordance with requirements of lines, grades and crofm-sections as per Technical Specification MORD 2014 Clause 302.3.5
730.03
-
-
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and croPR-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
97.34
-
-
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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 Mord 2014 Clause 301.5
4294.32
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-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 for any lead more than 250 m as per Technical Specification Mord 2014 Clause 301.5
1475.32
-
-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Mord 2014 Clause 301.5 With compensation
632.28
-
-
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification including spreading the material for road width, watering, compaction etc. complete. Clause 301.4 & Clause 301.4.1.
8512
-
-
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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 Technical Specification MORD 2014Clause 303.1.
2537.8
-
-
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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 MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock.
424.02
-
-
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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 WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
1691.13
-
-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
11049.09
-
-
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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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30
11155.07
-
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
11155.07
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
11155.07
-
-
... More
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
90
-
-
... More
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
506.63
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
377.15
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
110.62
-
-
... More
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
194.68
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
85
-
-
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 800 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
30
-
-
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
45
-
-
... More
Providing selected murum filling including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec. No.: CD.14 Page.No. 167
312.87
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) with 95 % cement and 5 % Flyash.
281.31
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
65.04
-
-
... More
Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202, 1204 - P.C.C grade M 20 For nominal mix 1:1:5:3
274
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
41.76
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
1.37
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
3.44
-
-
... More
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD a CSR Nagpur for 2015-16) As per Technical Specification MORD 2014 Cluase No. 1402.
13.5
-
-
... More
Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
14.1
-
-
... More
Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
131.92
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
76.98
-
-
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
5.62
-
-
... More
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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
230
-
-
... More
White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scaping etc as per technical specification clause 1915.
150
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
15.08
-
-
... More
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
135
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 5th Kilometre Stone (precast)
1
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
2
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
12
-
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 colour. 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 'Logo' of MMGSY Project
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 cm 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. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
12
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 b. Logo board 900 x 600 mm.
6
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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 cm 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. (Rate as per RD & WC Deptt. No. MMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Maintenance Board
2.4
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Supplying precast conventional reflective delinators on four sides of road signs. (MORTH-806)
60
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Metal Beam crash barriar - Type A W:metal Beam Crash Barriars (Providing and errecting 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, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all fittings to cinfirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810. (MORTH-811)
15
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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.complete (MORTH-803.40)
229.45
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Supplying & Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Twin Shank RPM (Cat Eye) (MORTH-806 & 804)
80
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Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each ncluding preparing the surface, cost of material, conveying etc. complete.
20
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
6
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Name of Work: Improvement/Upgradation of SH-04 to Dalelpur Road TAL. Taloda DIST. Nandurbar. CH. 0/00 To 5/700 KM.
Bill No. 1 Site Clearance, Dismantling and Earth Works
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 Mord 2014 Clause 201. (a) In area of non-thorny jungle
0.6
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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 Mord 2014 Clause 201. (B) In area of thorny jungle
0.6
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crofm-sections, and transporting to the embankment location with a lift upto 1.5 m and with all leads upto 100 m as per Technical Specification MORD 2014 Clause 302.3
2163.76
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 1000 m
1882.88
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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 a lift upto 1.5 m and with all leads, trimming bottom and side slopes in accordance with requirements of lines, grades and crofm-sections as per Technical Specification MORD 2014 Clause 302.3.5
1004.2
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and croPR-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
251.05
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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 Mord 2014 Clause 301.5
3030.5
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 for any lead more than 250 m as per Technical Specification Mord 2014 Clause 301.5
2475.77
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Mord 2014 Clause 301.5 With compensation
1061.05
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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 Technical Specification MORD 2014Clause 303.1.
2710.43
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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 MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock.
1139.94
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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 WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
1536.24
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
10241.48
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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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30
12776.15
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
10368.65
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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 as per Technical Specification MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
10368.65
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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
429
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Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
392.22
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
288.39
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
47.02
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
130.59
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
67.5
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 800 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
30
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
45
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Providing selected murum filling including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec. No.: CD.14 Page.No. 167
268.53
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) with 95 % cement and 5 % Flyash.
241.74
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
20.67
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Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202, 1204 - P.C.C grade M 20 For nominal mix 1:1:5:3
164.43
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
11.31
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Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
0.9255
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
0.8483
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Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD a CSR Nagpur for 2015-16) As per Technical Specification MORD 2014 Cluase No. 1402.
6.93
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Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
5.72
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Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
40.16
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
82.68
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
1.69
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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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
59
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White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scaping etc as per technical specification clause 1915.
300
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
90.45
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Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
121
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 5th Kilometre Stone (precast)
1
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
2
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
13
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 colour. 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 'Logo' of MMGSY Project
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 cm 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. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
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 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
1
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 b. Logo board 900 x 600 mm.
6
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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 cm 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. (Rate as per RD & WC Deptt. No. MMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Maintenance Board
2.4
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Supplying precast conventional reflective delinators on four sides of road signs. (MORTH-806)
40
-
-
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Metal Beam crash barriar - Type A W:metal Beam Crash Barriars (Providing and errecting 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, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all fittings to cinfirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810. (MORTH-811)
15
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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.complete (MORTH-803.40)
955.34
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Supplying & Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Twin Shank RPM (Cat Eye) (MORTH-806 & 804)
40
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Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each ncluding preparing the surface, cost of material, conveying etc. complete.
20
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
6
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Name of Work: Improvement/Upgradation of MSH-08 to Lobhani Road TAL. Taloda DIST. Nandurbar. CH. 0/00 To 1/020 KM. Bill No. 1 Site Clearance, Dismantling and Earth Works
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 Mord 2014 Clause 201. (a) In area of non-thorny jungle
0.2
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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 Mord 2014 Clause 201. (B) In area of thorny jungle
0.2
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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 MORd 2014 Clause 202.
90
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202.
195
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crofm-sections, and transporting to the embankment location with a lift upto 1.5 m and with all leads upto 100 m as per Technical Specification MORD 2014 Clause 302.3
747.92
-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 1000 m
681.77
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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 a lift upto 1.5 m and with all leads, trimming bottom and side slopes in accordance with requirements of lines, grades and crofm-sections as per Technical Specification MORD 2014 Clause 302.3.5
418.15
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and croPR-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
36.36
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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 Mord 2014 Clause 301.5
923.92
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 for any lead more than 250 m as per Technical Specification Mord 2014 Clause 301.5
1326.07
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Mord 2014 Clause 301.5 With compensation
515.09
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification including spreading the material for road width, watering, compaction etc. complete. Clause 301.4 & Clause 301.4.1.
1701
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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 Technical Specification MORD 2014Clause 303.1.
857.9
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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 MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock.
267.62
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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 WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
470.25
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
3460.29
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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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30
3528.11
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
3528.11
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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 as per Technical Specification MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
3528.11
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Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
505.81
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
286.72
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
108.73
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
183.46
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Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For pier for Normal Dewatering
232.66
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
55
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 800 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
10
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
15
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Providing selected murum filling including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec. No.: CD.14 Page.No. 167
174.35
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) with 95 % cement and 5 % Flyash.
199.59
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
48.67
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Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202, 1204 - P.C.C grade M 20 For nominal mix 1:1:5:3
344.04
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
52.09
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Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
1.96
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202
4.32
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Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD a CSR Nagpur for 2015-16) As per Technical Specification MORD 2014 Cluase No. 1402.
20.25
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Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
11.93
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Providing 0.9 meter thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
120.01
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
181.25
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
6.75
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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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
124
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Providing and fixing 25mm dia. Steel anchor dowel in hard rock including drilling hole of 32 mm dia. up to 0.75 mtrs depth,. placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. Spec. No.: As directed by Engineer in charge.
81
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Providing & fixing stream lined R.C.C. guard stone including (1:2:4) c.c and mild steel bar reinforcement complete. Spec. No.: CD.20 Page.No. 169
27
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White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scaping etc as per technical specification clause 1915.
690
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
31.16
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Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
76
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
1
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
5
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 colour. 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 'Logo' of MMGSY Project
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 cm 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. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
16
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 b. Logo board 900 x 600 mm.
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 cm 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. (Rate as per RD & WC Deptt. No. MMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Maintenance Board
2.4
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Supplying precast conventional reflective delinators on four sides of road signs. (MORTH-806)
200
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Metal Beam crash barriar - Type A W:metal Beam Crash Barriars (Providing and errecting 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, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all fittings to cinfirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810. (MORTH-811)
56
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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.complete (MORTH-803.40)
353.65
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Supplying & Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Twin Shank RPM (Cat Eye) (MORTH-806 & 804)
100
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Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each ncluding preparing the surface, cost of material, conveying etc. complete.
100
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Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
4
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