Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date
12 Feb 2019Closing Date
26 Feb 2019Tender Amount
₹ 7,71,60,000Costs
EMD
₹ 8,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_414883_3Bid Award Id
ViewTender No
NIT NO.03/2018-19(ADB)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5(III) / P.No. 14)
2169.51
-
-
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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 )
2169.51
-
-
Construction of embankment with approved material obtained from borrow pits with CBR value 5% and a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 )
1820.07
-
-
Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) / P.No. 24)
1017.15
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9)
63.36
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) i) 600mm Ø To 900mm Ø
7.5
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) ii)Above 900mm Ø Hume Pipe
22.5
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(I) Using naturally occuring gravel (Item No.4.11 (A) (i) /P.No.24)
282.85
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (A)/ P.No. 22)
596.6
-
-
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 Clause 503. ( Item No. 5.2 (Ii) / P. No. 27)
2750
-
-
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 28)
8057.16
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (i) / P. No. 27)
7782.16
-
-
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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.7- II (l) / P.No. 29)
7782.16
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - I -Type B, (i) VG-30(Item No. 5.9- B / P.No. 30)
7782.16
-
-
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 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.1 /P.No. 32) (By using OPC 43 Grade Cement) ,
382.5
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 44)
721.11
-
-
Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 (Item No. 11.2 (II)/ P.No. 45)
99.87
-
-
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 46) (By using OPC 43 Grade Cement)
145.84
-
-
Providing concrete for plain cement concrete M-15 in open foundation complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (i) / P.No. 546) (By using OPC 43 Grade Cement
177.54
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. As per (Item No. 9.3 (B) / P.No. 37)
100
-
-
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Item No. 12.9 / P.No. 49)
144
-
-
Providing concrete for plain cement concrete M-15 in open substructure complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (ii) / P.No. 50) (By using OPC 43 Grade Cement)
247.5
-
-
Plain cement concrete Grade M-20in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (lI) (i)/ P.No. 50) (By using OPC 43 Grade Cement)
60.12
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (i)/ P.No. 53) (i) R.C.C grade M 20
17.955
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.7 / P.No. 48)
3.68
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (Item No. 12.3 / P.No. 49)
1.48
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (ii) / P.No. 41) (By using OPC 43 Grade Cement)
3
-
-
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (iii) / P.No. 41)(By using OPC 43 Grade Cement)
12
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.10 / P.No. 41)(By using OPC 43 Grade Cement)
194
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.7 / P.No. 40)
24
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.13 / P.No. 42)
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) i)Village Name Board
6
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) II)900 mm equilateral triangle
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) III)600 mm equilatral and triangle
15
-
-
Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.14 / P.No. 42)
3
-
-
Name of work Upgradation/Improvement and five year routine maintenance B) Dholdongari Approach road Ch. No. 0/00 to 3/100 road
-
-
-
Site Clearance, Dismantling and Earth Works
-
-
-
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8)
11800
-
-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2/ P.No. 13)
1980
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5(III) / P.No. 14)
3350.76
-
-
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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 )
3350.76
-
-
Construction of embankment with approved material obtained from borrow pits with CBR value 5% and a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 )
584.19
-
-
Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) / P.No. 24)
1052.49
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9)
31.68
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) i) 600mm Ø To 900mm Ø
15
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(I) Using naturally occuring gravel (Item No.4.11 (A) (i) /P.No.24)
235.72
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (A)/ P.No. 22)
387.58
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.7 (2) (A)/ P.No. 22)
42.19
-
-
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 Clause 503. ( Item No. 5.2 (Ii) / P. No. 27)
5250
-
-
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 28)
9877.15
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (i) / P. No. 27)
9837.77
-
-
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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.7- II (l) / P.No. 29)
9837.77
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - I -Type B, (i) VG-30(Item No. 5.9- B / P.No. 30)
9837.77
-
-
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 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.1 /P.No. 32) (By using OPC 43 Grade Cement) ,
95.63
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 44)
240.4
-
-
Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 (Item No. 11.2 (II)/ P.No. 45)
0.27
-
-
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 46) (By using OPC 43 Grade Cement)
30.15
-
-
Providing concrete for plain cement concrete M-15 in open foundation complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (i) / P.No. 546) (By using OPC 43 Grade Cement
121.86
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. As per (Item No. 9.3 (B) / P.No. 37)
10
-
-
Providing concrete for plain cement concrete M-15 in open substructure complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (ii) / P.No. 50) (By using OPC 43 Grade Cement)
31.5
-
-
Plain cement concrete Grade M-20in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (lI) (i)/ P.No. 50) (By using OPC 43 Grade Cement)
21.44
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (i)/ P.No. 53) (i) R.C.C grade M 20
20.88
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.7 / P.No. 48)
3.06
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (ii) / P.No. 41) (By using OPC 43 Grade Cement)
4
-
-
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (iii) / P.No. 41)(By using OPC 43 Grade Cement)
13
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.10 / P.No. 41)(By using OPC 43 Grade Cement)
191
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.7 / P.No. 40)
18
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.13 / P.No. 42)
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) i)Village Name Board
6
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) II)900 mm equilateral triangle
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) III)600 mm equilatral and triangle
16
-
-
Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.14 / P.No. 42)
3
-
-
Name of work Upgradation/Improvement and five year routine maintenance C) SH-363 to Bhimanpayali road Ch. No. 0/00 to 2/150
-
-
-
Site Clearance, Dismantling and Earth Works
-
-
-
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8)
7920
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5(III) / P.No. 14)
2268.63
-
-
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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 )
2268.63
-
-
Construction of embankment with approved material obtained from borrow pits with CBR value 5% and a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 )
207.81
-
-
Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) / P.No. 24)
755.99
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9)
50.52
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) i) 600mm Ø To 900mm Ø
7.5
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(I) Using naturally occuring gravel (Item No.4.11 (A) (i) /P.No.24)
226.58
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (A)/ P.No. 22)
636.16
-
-
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 28)
6919.2
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (i) / P. No. 27)
6919.24
-
-
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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.7- II (l)(B) / P.No. 29) (Using Waste Plastic)
6827.08
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - I -Type B, (i) VG-30(Item No. 5.9- B / P.No. 30)
6919.24
-
-
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 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.1 /P.No. 32) (By using OPC 43 Grade Cement) ,
176.01
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 44)
201.83
-
-
Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 (Item No. 11.2 (II)/ P.No. 45)
0.27
-
-
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 46) (By using OPC 43 Grade Cement)
30.55
-
-
Providing concrete for plain cement concrete M-15 in open foundation complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (i) / P.No. 546) (By using OPC 43 Grade Cement
143.92
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. As per (Item No. 9.3 (B) / P.No. 37)
10
-
-
Plain cement concrete Grade M-20in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (lI) (i)/ P.No. 50) (By using OPC 43 Grade Cement)
29.44
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (i)/ P.No. 53) (i) R.C.C grade M 20
14.96
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.7 / P.No. 48)
3.06
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (ii) / P.No. 41) (By using OPC 43 Grade Cement)
3
-
-
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (iii) / P.No. 41)(By using OPC 43 Grade Cement)
10
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.10 / P.No. 41)(By using OPC 43 Grade Cement)
176
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.7 / P.No. 40)
18
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.13 / P.No. 42)
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) i)Village Name Board
6
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) II)900 mm equilateral triangle
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) III)600 mm equilatral and triangle
11
-
-
Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.14 / P.No. 42)
3
-
-
Name of work Upgradation/Improvement and five year routine maintenance D) Purada-Antargaon to Chikhaldhokada Road Ch. No. 0/00 to 2/850 road
-
-
-
Site Clearance, Dismantling and Earth Works
-
-
-
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8)
5480
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5(III) / P.No. 14)
1595.01
-
-
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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 )
1595.01
-
-
Construction of embankment with approved material obtained from borrow pits with CBR value 5% and a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 )
1304.49
-
-
Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) / P.No. 24)
1006.39
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9)
79.2
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) i) 600mm Ø To 900mm Ø
45
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) ii)Above 900mm Ø Hume Pipe
7.5
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(I) Using naturally occuring gravel (Item No.4.11 (A) (i) /P.No.24)
225.01
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (A)/ P.No. 22)
242.39
-
-
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 Clause 503. ( Item No. 5.2 (Ii) / P. No. 27)
8110
-
-
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 28)
8857.24
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (i) / P. No. 27)
7640.74
-
-
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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.7- II (l) / P.No. 29)
7640.74
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - I -Type B, (i) VG-30(Item No. 5.9- B / P.No. 30)
7640.74
-
-
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 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.1 /P.No. 32) (By using OPC 43 Grade Cement) ,
563.4
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 44)
602.61
-
-
Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 (Item No. 11.2 (II)/ P.No. 45)
67.47
-
-
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 46) (By using OPC 43 Grade Cement)
108.87
-
-
Providing concrete for plain cement concrete M-15 in open foundation complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (i) / P.No. 546) (By using OPC 43 Grade Cement
209.53
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. As per (Item No. 9.3 (B) / P.No. 37)
100
-
-
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Item No. 12.9 / P.No. 49)
180
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.5 / P.No.57)
66
-
-
Providing concrete for plain cement concrete M-15 in open substructure complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (ii) / P.No. 50) (By using OPC 43 Grade Cement)
81
-
-
Plain cement concrete Grade M-20in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (lI) (i)/ P.No. 50) (By using OPC 43 Grade Cement)
56.677
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (i)/ P.No. 53) (i) R.C.C grade M 20
25.4
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.7 / P.No. 48)
4.59
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (Item No. 12.3 / P.No. 49)
0.99
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (ii) / P.No. 41) (By using OPC 43 Grade Cement)
3
-
-
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (iii) / P.No. 41)(By using OPC 43 Grade Cement)
12
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.10 / P.No. 41)(By using OPC 43 Grade Cement)
218
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.7 / P.No. 40)
36
-
-
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.13 / P.No. 42)
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) i)Village Name Board
6
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) II)900 mm equilateral triangle
2
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) III)600 mm equilatral and triangle
15
-
-
Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.14 / P.No. 42)
2
-
-
Name of work Upgradation/Improvement and five year routine maintenanceE)Dhanegaon to Dhameshwar to Katalwada road Ch- 0/00 to 4/600
-
-
-
Site Clearance, Dismantling and Earth Works
-
-
-
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8)
18400
-
-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2/ P.No. 13)
4803
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5(III) / P.No. 14)
4022.28
-
-
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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 )
4022.28
-
-
Construction of embankment with approved material obtained from borrow pits with CBR value 5% and a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 )
3211.23
-
-
Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) / P.No. 24)
1089.99
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9)
47.52
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) i) 600mm Ø To 900mm Ø
22.5
-
-
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(I) Using naturally occuring gravel (Item No.4.11 (A) (i) /P.No.24)
218.87
-
-
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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (A)/ P.No. 22)
926.68
-
-
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 Clause 503. ( Item No. 5.2 (Ii) / P. No. 27)
7395
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-
Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) / P.No. 28)
18652.24
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (i) / P. No. 27)
17912.74
-
-
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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.7- II (l) / P.No. 29)
17912.74
-
-
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - I -Type B, (i) VG-30(Item No. 5.9- B / P.No. 30)
17912.74
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) / P.No. 44)
418.8
-
-
Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 (Item No. 11.2 (II)/ P.No. 45)
67.13
-
-
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 46) (By using OPC 43 Grade Cement)
85.27
-
-
Providing concrete for plain cement concrete M-15 in open foundation complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (i) / P.No. 546) (By using OPC 43 Grade Cement
90.43
-
-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. As per (Item No. 9.3 (B) / P.No. 37)
20
-
-
Providing concrete for plain cement concrete M-15 in open substructure complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 12.2 (I) (ii) / P.No. 50) (By using OPC 43 Grade Cement)
83.25
-
-
Plain cement concrete Grade M-20in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (lI) (i)/ P.No. 50) (By using OPC 43 Grade Cement)
33.59
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (i)/ P.No. 53) (i) R.C.C grade M 20
13.43
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.7 / P.No. 48)
2.14
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (Item No. 12.3 / P.No. 49)
1.01
-
-
Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (ii) / P.No. 41) (By using OPC 43 Grade Cement)
5
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-
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (iii) / P.No. 41)(By using OPC 43 Grade Cement)
19
-
-
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.10 / P.No. 41)(By using OPC 43 Grade Cement)
206
-
-
Providing & Construction CC M-15 TBM Stone including excavation, CC M-10 for Foundation, Painting, Lettering with MMGSY Logo, Curing, Finishing etc. Complete.
23
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge.
6
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.7 / P.No. 40)
24
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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 1.6mm 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 75mm 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 (Item No. 10.13 / P.No. 42)
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) i)Village Name Board
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) II)900 mm equilateral triangle
3
-
-
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 Clause 1701.2.2 (Item No. 10.2 / P.No. 39) III)600 mm equilatral and triangle
23
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-
Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.14 / P.No. 42)
3
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-
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