Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 3,55,97,000
Costs
EMD
₹ 3,33,000Document Cost
₹ 11,800Tender Fee
₹ 500
Summary
Lr 39 To Kudala Tanda 2 Mdr 34 To Nanda Tanda 3 Sh 251
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
2024_MMGSY_1092571_1Tender No
EE/PMGSY/Nanded/RDNDD-II-09Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in
GEM & Bid Advisory Services
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BOQ Items
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
424.33
180731
425.92
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D. LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
1998.15
921904
461.38
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
945.95
1994129
2108.07
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
392.85
1019410
2594.91
Construction of Modified penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
4820.4
1189771
246.82
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (MDR -22 To Umri Road. Km 0/000 to 3/200 TQ. Ard LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
4820.4
72595
15.06
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (Using Waiste Plastic) (LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
4820.4
691342
143.42
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
4820.4
328944
68.24
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Nominal Mix1:3:6
72.9
318044
4362.75
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.....Specification Clause 1501 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
101.25
789422
7796.76
Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) Km stoneLR-39 TO KUDLA TANDA CH -0/00 TO 1/740
3
7660
2553.35
Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) 200 M Stone LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
6
3176
529.4
Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
100
60419
604.19
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
2.88
12039
4180.29
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ( 600mm Circular)
4
17671
4417.74
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600mm Equilateral Triangle)
5
19286
3857.19
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (800 x 600mm Rectangular)
4
21590
5397.44
Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings ROADWAY INDICATORS , HAZARD MARKERS (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
10
8302
830.22
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. ssr i.no 16.18 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
10
6313
631.25
Providing & Fixing of typical PMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13)LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
1
14907
14907.33
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
57370
28685
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. LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
20
74641
3732.07
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.SOR item No.2.13 b) LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
22.5
10615
471.78
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
358.63
192819
537.65
Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
67.5
481946
7139.94
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
42.92
47697
1111.25
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
92.91
535264
5761.39
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5) LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
268.81
1529327
5689.25
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 LR-39 TO KUDLA TANDA CH -0/00 TO 1/740
30
5492
183.08
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
1.13
33609
29742.39
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
5640
72192
12.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
3948
223259
56.55
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
2368.8
172638
72.88
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
462.6
200167
432.7
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D. (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
1926.9
885142
459.36
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
360.1
762749
2118.16
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
921.38
2399660
2604.42
Construction of Modified penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 SH -251 TO DHAWARI CH-0/00 TO 1/130
6142.5
1522296
247.83
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
6142.5
92506
15.06
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (Using Waiste Plastic) (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
6142.5
882432
143.66
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
6142.5
419717
68.33
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.....Specification Clause 1501 (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
210
1642794
7822.83
Reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
3
7660
2553.35
Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
9
4765
529.4
Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
120
72503
604.19
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
2.88
12039
4180.29
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ( 600mm Circular)
4
17671
4417.74
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600mm Equilateral Triangle)
7
27000
3857.19
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (800 x 600mm Rectangular)
6
32385
5397.44
Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings ROADWAY INDICATORS , HAZARD MARKERS (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
10
8302
830.22
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. ssr i.no 16.18 (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
15
9469
631.25
Providing & Fixing of typical MMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13) MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
1
14907
14907.3
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
57370
28685
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
35
130622
3732.07
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 50 m, dressing of side as directed by Engineer in charge etc complet (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
523.52
281472
537.65
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing. (1000 mm dia.) (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
72.5
517646
7139.94
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
38.18
42804
1121.26
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Nominal Mix1:3:6
(MDR -34 TO TANDA -SHIVNAGAR CH -0/00 TO 2/250
105.1
606882
5774.56
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.Nominal Mix1:2.5:5 (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
447.09
2548947
5701.23
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
75
13731
183.08
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
66.24
115795
1748.12
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder (MDR -34 TO NANDA TANDA -SHIVNAGAR CH -0/00 TO 2/250
43.2
116726
2701.99
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle SH -251 TO DHAWARI CH-0/00 TO 1/130
0.57
16953
29742.39
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. I.NO.3.2 SH -251 TO DHAWARI CH-0/00 TO 1/130
2640
33792
12.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SH -251 TO DHAWARI CH-0/00 TO 1/130
1806
102129
56.55
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SH-251 TO DHAWARI CH-0/00 TO 1/130
1083.6
78973
72.88
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SH-251 TO DHAWARI CH-0/00 TO 1/130
541.65
234372
432.7
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete. SH -251 TO DHAWARI CH-0/00 TO 1/130
726.52
335201
461.38
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete SH -251 TO DHAWARI CH-0/00 TO 1/130
123.44
246153
1994.11
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. SH -251 TO DHAWARI CH-0/00 TO 1/130
432.68
1073457
2480.95
Construction of Modified penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 SH -251 TO DHAWARI CH-0/00 TO 1/130
2772
661399
238.6
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. SH -251 TO DHAWARI CH-0/00 TO 1/130
2772
41968
15.14
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (Using Waiste Plastic) SH -251 TO DHAWARI CH-0/00 TO 1/130
2772
391711
141.31
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SH -251 TO DHAWARI CH-0/00 TO 1/130
2772
187748
67.73
Construction of Dry lean cement concrete Sub base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer incharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. SH -251 TO DHAWARI CH-0/00 TO 1/130
107.5
452744
4211.57
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, SH -251 TO DHAWARI CH-0/00 TO 1/130
150
1145964
7639.76
Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.10 ordinary Km stone SH -251 TO DHAWARI CH-0/00 TO 1/130
2
5107
2553.35
Reinforced cement concrete M-15 grade Kilometre stone / local stone of standard design as per IRC; 8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1704 (SSR Item No. 10.9) 200 M Stone SH -251 TO DHAWARI CH-0/00 TO 1/130
4
2118
529.4
Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) SH -251 TO DHAWARI CH-0/00 TO 1/130
60
36251
604.19
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 SH -251 TO DHAWARI CH-0/00 TO 1/130
2.88
12039
4180.29
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ( 600mm Circular)
4
17671
4417.74
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600mm Equilateral Triangle)
4
15429
3857.19
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (800 x 600mm Rectangular)
4
21590
5397.44
Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings ROADWAY INDICATORS , HAZARD MARKERS SH -251 TO DHAWARI CH-0/00 TO 1/130
4
3321
830.22
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. ssr i.no 16.18 SH -251 TO DHAWARI CH-0/00 TO 1/130
7
4419
631.25
Providing & Fixing of typical MMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13) SH -251 TO DHAWARI CH-0/00 TO 1/130
1
14907
14907.33
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
57370
28685.01
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 SH -251 TO DHAWARI CH-0/00 TO 1/130
20
74641
3732.07
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil SH -251 TO DHAWARI CH-0/00 TO 1/130
118.2
63550
537.65
Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. SH -251 TO DHAWARI CH-0/00 TO 1/130
25
178499
7139.94
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 SH -251 TO DHAWARI CH-0/00 TO 1/130
12.97
12942
998.23
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) SH -251 TO DHAWARI CH-0/00 TO 1/130
22.21
124587
5610.21
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) SH -251 TO DHAWARI CH-0/00 TO 1/130
98.33
545833
5551.2
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 SH -251 TO DHAWARI CH-0/00 TO 1/130
10
1831
183.08
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SH -251 TO DHAWARI CH-0/00 TO 1/130
8.28
13456
1625.09
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 SH -251 TO DHAWARI CH-0/00 TO 1/130
5.4
13920
2577.73
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