Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Excavation
Eprocure
Opening Date8 Jul 2024
Closing DateCancelled
Tender Amount₹ 5,28,55,110
Costs
EMD
₹ 2,75,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MMGSY_1049527_1Tender No
EE/MMGSY2/NAB Bridge/2024Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
... More
Dewatering including diversion of stream, providing cofferdams bunds etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required
136.62
42223
309.06
... More
Excavation for foundation of structures upto 3 m as per drawing and technical specifications Clause 1104 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. Ordinary soil )
1555.1
992861
638.46
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( P.C.C grade M 15 )
153.57
833057
5424.61
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( R.C.C grade M 30 )
106.44
702829
6603.06
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( R.C.C grade M 30 )
579.75
4326471
7462.65
... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
22.54
270402
11996.58
... More
Backfilling behind abutment,wings wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( (I) Granular material )
51.03
70683
1385.13
... More
I) Providing weepholes 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 ( b) P. V.C. pipe 100 mm Dia )
122.37
22403
183.08
... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller
etc. complete. ( Rubble Mat )
67.9
98949
1457.29
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
439.41
652620
1485.22
... More
Supplying, fitting and placing with HCRM/corrosion resistance steel of grade Fe 500 with SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
34.79
2139439
61504.65
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Sand Filling )
270.46
583336
2156.87
... More
Excavation for Structures i) Ordinary Soil (ii) Upto 3 m depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cum )
69.77
37511
537.65
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( P.C.C grade M 15 )
11.17
60592
5424.61
... More
Providing and laying reinforced cement concrete in Open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 30 (For Ht Upto 5m) ( I RCC Grade M: 30 Substructure )
63.77
475893
7462.65
... More
Supplying, fitting and placing with HCRM/corrosion resistance steel of grade Fe 500 with SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.19
199726
62610.34
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
22.5
160648
7139.94
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height , compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
85.68
159852
1865.69
... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
200
332536
1662.68
... 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 to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1101.08
472671
429.28
... 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
165
300113
1818.87
... 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.
82.5
177936
2156.8
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
200
120838
604.19
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
14907
14907.33
... More
Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)
1
28685
28685.01
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Construction of Submersible Bride on SH-64 Near Savaleshwar to Avasgaon to ODR-133 Road at Chainage 5/200 Block Kaij Dist Beed
-
-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Mechanical Means - (A) In area of non-thorny jungle
0.43
12640
29742.39
... More
Construction of Embankment with Material Obtained from Roadway Cutting 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 as per Technical Specification Clause 301.5
335.83
24475
72.88
... 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 to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
5000
2146400
429.28
... 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
120
52687
439.06
... More
Dewatering including diversion of stream, providing cofferdams bunds etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required
i) Abutment
399
58513
146.65
... More
Dewatering including diversion of stream, providing cofferdams bunds etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required
ii) Piers
267.72
188844
705.38
... More
Dewatering including diversion of stream, providing cofferdams bunds etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required
iii) Returns
295.2
20035
67.87
... More
Excavation for foundation of structures upto 3 m as per drawing and technical specifications Clause 1104 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. Ordinary soil )
2204.16
1185066
537.65
... More
Excavation for foundation of structures upto 3 m as per drawing and technical specifications Clause 1104 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. Hard rock blasting prohibited )
335.83
323107
962.11
... More
Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.
128
186880
1460
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( Levelling Course P.C.C grade M 15 )
80.77
467789
5791.98
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( Annular Filling P.C.C grade M 15 )
125.14
724796
5791.98
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( For Footing R.C.C grade M 30 )
453.42
3079676
6792.18
... More
Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( R.C.C grade M 30 )
708.14
5502324
7770.13
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( R.C.C grade M 30 )
613.57
5447566
8878.49
... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
50.93
626999
12312.21
... More
Backfilling behind abutment,wings wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( (I) Granular material )
1946.33
2695920
1385.13
... More
I) Providing weepholes 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 ( b) P. V.C. pipe 100 mm Dia )
378
69204
183.08
... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller
etc. complete. ( Rubble Mat )
60.2
102999
1710.96
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
91.51
159129
1738.89
... More
Supplying, fitting and placing with HCRM/corrosion resistance steel of grade Fe 500 with SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
45.34
2842986
62700.94
... More
Supplying, fitting and placing with HCRM/corrosion resistance steel of grade Fe 500 with SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in Substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
68.58
4319668
62983.62
... More
Supplying, fitting and placing with HCRM/corrosion resistance steel of grade Fe 500 with SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in Superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
62.68
4068907
64915.56
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 ( P.C.C grade M 10 )
42
242477
5773.27
... More
Drainage spouts complete as per drawing and
technical specifications Clauses 1209
49
77356
1578.7
... More
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Spec : MORTH-810
61.7
244282
3959.2
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Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
64.8
19736
304.57
... More
Providing tar paper bearing including laying in proper position etc. complete.
87.3
8111
92.92
... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
140
235103
1679.31
... 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 to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2150
922952
429.28
... 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
463.2
990594
2138.59
... 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.
231
504859
2185.54
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1540
327835
212.88
... More
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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1540
17571
11.41
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to
5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.
1540
217910
141.5
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510
1540
106121
68.91
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
40
285597
7139.94
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
Rubble filling
63
70057
1112.03
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
900 mm x 600 mm rectangular
4
22527
5631.76
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
900 mm equilateral triangle
8
37951
4743.97
... More
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
882
131911
149.56
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
800
483352
604.19
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
29814
14907.33
... More
Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)
2
57370
28685.01
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