Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Mar 2025
Closing Date19 Mar 2025
Tender Amount₹ 2,40,09,638
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class III
Technical Capacity
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The required prior work experience for the bidder includes having executed and received payments for civil engineering construction work in the last five years preceding the year in which bids are invited. The bidder should have experience in works of a similar nature and size for each of the last five years. They should provide details of works in progress or contractually committed with certificates from the concerned officer. The bidder should have satisfactorily completed, as prime Contractor or sub-contractor, at least one similar work equal in value to one-third (one-fourth in case of Naxal / LWE affected districts) of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. In terms of specific values and percentages, the available bid capacity is calculated based on the formula: Assessed Available Bid Capacity = ( A*N*M - B ), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion, M is a factor (2 or higher, not exceeding 3), and B is the value of existing commitments and on-going works. The bidder's available bid capacity for construction work should be equal to or more than the total bid value excluding maintenance, with specific percentages mentioned: 60% of amount put to bid if the amount is up to Rs. 200 lakhs, and 75% of amount put to bid if the amount is more than Rs. 200 lakhs, with reduced percentages of 50% in Naxal / Left Wing Extremist Affected Districts. The lead partner in a Joint Venture shall meet not less than 50% of the qualification criteria, and each of the remaining partners shall meet not less than 25% of all the criteria. Additionally, the Joint Venture must collectively satisfy the subject of the criteria, with the relevant figures for each partner added together to arrive at the Joint Venture total capacity, which shall be 100% or more.
Costs
EMD
₹ 1,24,000Document Cost
₹ 11,800Tender Fee
₹ 500
Summary
Rd /sta/ Yav-(ii)-15 (2nd Call)
Description
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Contact
Tender Id
2025_MMGSY_1159928_1Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/155/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. ( Item No. 4.8 (2) (B) )
957.69
2311
2213985.43
... More
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 (Item No. 5.12 (Case-II) Type-B (I)
6239.49
56
354091.06
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( Item No. 4.1 A (ii) )
435.13
2069
900305.73
... More
Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.76
80613
383720.26
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 ( Item No. 3.4 )
402.05
471
189506.27
... More
Providing and placing concrete for plain cement concrete M-20 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
57.3
6765
387674.61
... More
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. ( Item No. 4.8 (2) (B) )
372.13
2252
838183.13
... More
1) Upgradation to SH 262 to Junona Road Tq. Umarkhed Dist. Yavatmal 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)
13800
3
46230
... More
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. (Item No. 10.10(iii) )
10
834
8340.5
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Providing and laying reinforced cement concrete pipe NP3 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. (Item No. 9.3)
21.8
7549
164584.55
... More
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. (Item No. 9.4)
70
2733
191310
... More
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.
16.96
666
11295.36
... More
Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204.( I.No.12.5 (I) (i) )
47.01
6569
308822.79
... More
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. (Item No. 10.10 (ii) )
2
2973
5947.8
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Excavation for roadway in soil with hydraulic excavator of 0.90 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 transportating to the embankent location with a lift upto 1.50 m. and lead upto 1000 m. as per Technical Specification Clause 302.3 (Item No. 3.5 (iii) )
5298.75
73
391842.56
... More
Providing and laying 0.90 m thick metal mat consisting of rubble,oversize metal and normal size metal in specified thickness. It no 16.7 Pg no. 64
60.75
1803
109574.78
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings.
48
822
39456
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Providing and erecting directions and place identification retro/reflectorised sign as per IRC 67 made of encapsulated lens type reflectice sheeting vide clause 1701.23, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos firmly fixed to the ground by means of propoerly designed foundation with M - 15 gradev cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Tecchnical Specification Clause 1701. ( Item No. 10.4 A (i) )
1.44
4920
7085.02
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14) a) 800mm x 600mm Rectangular
12
3403
40846.8
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Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.(Item No. 11.4 (I) (i)
7.14
6337
45246.18
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Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with PMGSY Logo, curing, finishing etc. complete.
7
832
5825.4
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Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.(Item No. 11.4 (I) (i)
6.33
6310
39948
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14) a) 800mm x 600mm Rectangular
6
3403
20423.4
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Providing and fixing of typical PMGSY 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. 10.16 )
Logo of MMGSY Information Project
1
18348
18348.7
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Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5.25
14202
74560.5
... More
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 sides and bottom and backfilling in trenches with excavated suitable material.
II ) For Ordinary Rock
69.23
837
58004.36
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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
90
303
27306
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Excavation for roadway in soil with hydraulic excavator of 0.90 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 transportating to the embankent location with a lift upto 1.50 m. and lead upto 1000 m. as per Technical Specification Clause 302.3 (Item No. 3.5 (iii) )
1470
73
108706.5
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion and 8% of waste plastic material 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 as per Technical Specification Clause 508. (I.No. 5.9 Case-II (ii))
6239.49
160
1002686.04
... More
Providing Tar paper bearing of approved quality in proper size etc. complete.
9.54
99
944.46
... More
Back filling with Murum material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Item No. 12.10 (I)
13.51
673
9101.69
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14) b) 600mm Equilateral Triangle
12
3146
37752.6
... More
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 sides and bottom and backfilling in trenches with excavated suitable material.
I ) For Ordinary Soil
90.79
670
60852
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14) b) 600mm Equilateral Triangle
18
3146
56628.9
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings.
64
822
52608
... More
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 (II) (A) )
143.17
937
134193.24
... More
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. 2.13 )
(B) Above 600 mm to 900 mm dia Hume pipe
37.5
588
22053.75
... More
Filling annular space ariund footing in rock as per technical specification Clause 1203.4.3PCC Grade M-15
9.43
6383
60194.99
... More
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.
37.29
666
24836.47
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 ( Item No. 3.3 )
1176
83
98607.6
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 ( Item No. 3.3 )
4239
83
355440.15
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 ( Item No. 3.4 )
303.68
471
143139.57
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14)
Typical PMGSY Citizen Informatory Board
1
28686
28686
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.66
78297
51833.14
... More
Back filling with Murum material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Item No. 12.10 (I)
97.35
631
61452.19
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion and 8% of waste plastic material 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 as per Technical Specification Clause 508. (I.No. 5.9 Case-II (ii))
2679.59
170
456200.2
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 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)
2679.59
20
55467.51
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) (Item. No.6.4)
446.25
9089
4056167.06
... More
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ( Item No. 3.14 )
612.81
673
412850.1
... More
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. 10.11 )
31
840
26052.4
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) (Item. No.6.4)
259.23
9053
2346929.18
... More
Providing and placing concrete for plain cement concrete M-20 in Substructure complete as per drawing and Technical Specification Clauses 802, 804, 805, 806, 1202 and 1204
151.97
6960
1057837.82
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer
114
294
33618.6
... More
Providing and placing concrete for plain cement concrete M-25 in Substructure complete as per drawing and Technical Specification Clauses 802, 804, 805, 806, 1202 and 1204
4.94
7559
37344.18
... More
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 (Item No. 5.12 (Case-II) Type-B (I)
2679.59
58
157693.87
... More
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. (Item No. 9.4)
57.5
2733
157147.5
... More
Expansion joint with 25 mm thich bitumenous pad.
10.34
1086
11229.24
... More
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. 10.11 )
22
840
18488.8
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 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)
6239.49
20
129157.44
... More
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 sides and bottom and backfilling in trenches with excavated suitable material.
I ) For Ordinary Soil
524.77
670
351727.09
... More
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ( Item No. 3.14 )
1279.73
631
807828.93
... More
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
56.23
8506
478303.63
... More
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
346.12
201
69570.12
... More
Providing and fixing a typical 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. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14)
Typical PMGSY Citizen Informatory Board
1
28686
28686
... More
Providing and fixing of typical PMGSY 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. 10.16 )
Logo of MMGSY Information Project
1
18348
18348.7
... More
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 sides and bottom and backfilling in trenches with excavated suitable material.
IV) Hard rock ( Blasting Prohibited )
21.48
1177
25302.37
... More
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. (Item No. 10.10 (ii) )
3
2973
8921.7
... More
Providing and erecting directions and place identification retro/reflectorised sign as per IRC 67 made of encapsulated lens type reflectice sheeting vide clause 1701.23, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos firmly fixed to the ground by means of propoerly designed foundation with M - 15 gradev cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Tecchnical Specification Clause 1701. ( Item No. 10.4 A (i) )
1.44
4920
7085.02
... More
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 sides and bottom and backfilling in trenches with excavated suitable material.
III) Hard rock (requiring blasting)
21.48
1290
27726.38
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (Item No. 3.2)
2065.82
15
32639.96
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (Item No. 3.2)
4830
15
76314
... More
Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204.( I.No.12.5 (I) (i) )
52.32
6587
344652.77
... More
Providing and laying filter media with granular crushed aggregates as per specification 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
30.03
2273
68259.69
... More
Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (II)
7.62
806
6145.53
... More
Upgradation to NH - 361 to Amanpur Approach Road Tq.Umarkhed Dist.Yavatmal 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)
6600
3
22110
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( Item No. 4.1 A (ii) )
466.37
2140
998110.32
... More
Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with PMGSY Logo, curing, finishing etc. complete.
13
841
10935.6
... More
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. 2.13 ) C ) Above 900mm Ø Hume Pipe
22.5
1007
22657.5
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer
110
294
32439
... More
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. (Item No. 10.10(iii) )
5
834
4170.25
... More
Providing and placing concrete for plain cement concrete M-15 (Nominal Mix) in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
7.16
6324
45286.64
... More
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2
40.16
2089
83930.38
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