Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Jul 2024
Closing Date1 Aug 2024
Tender Amount₹ 4,68,52,709
Costs
EMD
₹ 9,95,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
1. Const. Of Submer. Bridge At Ch.2150 On Nh-548 Cc To Shelud Hatani Road 2. Const. Of Subm. Bridge At Ch.1010 On Nh548 Cc To Shelud Hatani Road 3 Const Of Subme. Bridge At Ch.3200 On Nh753a Sawargaon Dukre Bhogawati Road Tq. Chikhali
Description
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Contact
Tender Id
2024_CEMAH_135643_1Bid Award Id
ViewTender No
CEMRRDA_SEAMRAVATI_EEBULMH0773Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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. (SOR. Item No. 3.14)
304
107616
354
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (SOR. Item No. 5.1 I)
750
40650
54.2
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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II))
120
235830
1965.25
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means.
112.5
274944
2443.95
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 80-100 kN vibratory 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 3 as per Technical Specification Clause 405. (SOR. Item No. 4.8 3(B). By Mechanical Means.
56.25
130733
2324.15
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)).
750
8850
11.8
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 with (SOR. Item No. 5.9 Case-II i). By Mechanical means (II) Bitumen (S-65) VG-30
750
113400
151.2
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 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (SOR.Item No. 5.12)
750
52650
70.2
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 (SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A
1
14907
14907.35
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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A
1
24106
24106.7
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) i) 900 mm equilateral triangle
7
63153
9021.95
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (SOR Item No 10.2)
2
54295
27147.8
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
23.53
3415
145.15
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 (SOR.Item No. 10.8)
12
2398
199.9
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. (SOR.Item No. 10.11)
174
105130
604.2
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. (B) 1000 mm dia (SOR.Item No. 9.3 (B))
30
214198
7139.95
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302
45.58
116149
2548.25
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i)
91.16
145783
1599.2
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. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth.
2380.84
1280058
537.65
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) Hard rock (requiring blasting) (SOR.Item No. 11.1 (III)
234.91
244682
1041.6
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 3.0 BHP pump etc. complete. (PWD SSR Item No 12.2 Pg No. 46)
369.08
66065
179
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling (SOR.Item No. 11.2 I)
70.73
177061
2503.35
Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc.complete. (PWD SSR Item No 12.27 Pg No. 65 )
98.09
202291
2062.3
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. PCC Grade M-15 (SOR.Item No. 11.3)
86.08
490427
5697.35
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (SOR.Item No. 11.4 I (i))
19.83
111430
5619.3
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 II (i))
112.38
630170
5607.5
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners
(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. (PWD SSR 21-22 Item No. 17.40 / P.No. ) P.C.C Grade M-25
167.94
1366586
8137.35
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 30 (SOR.Item No. 11.4 V)
61.87
460306
7439.9
Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) (PWD SSR 21-22 Item No. 17.54 / P.No. ) R.C.C Grade M-30
15.9
141847
8921.2
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II) PCC Grade M-20 (SOR.Item No. 12.5 II (i))
244.4
1595443
6528
Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete.
a) Height upto 5 M. (With Concrete Mixer)
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
(PWD SSR 2022-23 Item No. 17.49 Pg No. )
R.C.C grade M 30
217.89
1836420
8428.2
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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9)
280
51268
183.1
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III)
243.59
2130255
8745.25
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (SOR.Item No. 13.5)
26.43
320508
12126.7
Expansion joint with 25 mm thick bitumenous pad as per drawing and technical specifications Clause 1207.2.2 (SOR.Item No. 13.16 IIA)
32.79
35609
1086
Providing Tar paper bearing of approved quality in proper size etc. complete (SOR.Item No. 13.16 V)
29.25
2895
99
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (SOR.Item No. 11.8)
5.01
313701
62565.05
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7)
15.14
951514
62847.7
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3)
16.8
1087810
64750.6
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 (SOR.Item No. 12.11)
237.65
470475
1979.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (SOR.Item No. 12.10 I)
463.75
1392098
3001.83
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.50 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 (SOR.Item No. 13.8)
104
174647
1679.3
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 Square Metre 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.
70.05
46653
666
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values (PWD SSR Item No. 6.14 Pg No.)
81
239274
2954
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)" (PMGSY SOR Item no. 16.16 / Pg No.62 ).
20
65993
3299.65
.Construction of submerssible bridge at ch 1+010 Shelud Hatani road Tq Chikhali Dist Buldhana
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR. Item No. 2.7 B) Rubble Stone Masonry in Cement Morter.
603.3
295104
489.15
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 C) Above 900mm dia. Hume Pipe.
67.5
54526
807.8
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3)
136
7935
58.35
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 (SOR. Item No. 3.4 A)
436.59
191597
438.85
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (SOR. Item No. 3.5 (II)
160
9048
56.55
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. (SOR. Item No. 3.14)
256.3
80388
313.65
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (SOR. Item No. 5.1 I)
750
40650
54.2
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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II))
81
159185
1965.25
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means.
112.5
274944
2443.95
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 80-100 kN vibratory 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 3 as per Technical Specification Clause 405. (SOR. Item No. 4.8 3(B). By Mechanical Means.
56.25
130733
2324.15
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)).
750
8850
11.8
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 with (SOR. Item No. 5.9 Case-II i). By Mechanical means (II) Bitumen (S-65) VG-30
750
113400
151.2
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 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (SOR.Item No. 5.12)
750
52650
70.2
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 (SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A
1
14907
14907.35
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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A
1
24106
24106.7
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) i) 900 mm equilateral triangle
7
63153
9021.95
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (SOR Item No 10.2)
2
54295
27147.8
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 (SOR.Item No. 10.8)
12
2398
199.9
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. (SOR.Item No. 10.11)
134
80962
604.2
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. (B) 1000 mm dia (SOR.Item No. 9.3 (B))
15
107099
7139.95
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302
29.84
76039
2548.25
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i)
59.7
95472
1599.2
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 (PMGSY SOR 21-22 Item No. 14.3/ Pg No. )
106.51
608060
5708.95
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. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth.
3704.1
1991509
537.65
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. (SOR.Item No. 11.1 (I) (iv) Ordinary Soil Upto 3m to 6m depth.
110.31
70427
638.45
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 3.0 BHP pump etc. complete. (PWD SSR Item No 12.2 Pg No. 46)
1619.58
276948
171
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling (SOR.Item No. 11.2 I)
213.2
533714
2503.35
Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc.complete. (PWD SSR Item No 12.27 Pg No. 65 )
102.42
211220
2062.3
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (SOR.Item No. 11.4 I (i))
16.1
90470
5619.3
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 II (i))
114.7
643180
5607.5
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . (III )P.C.C grade M 20 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 III (i))
42.87
260559
6077.9
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 30 (SOR.Item No. 11.4 V)
41.71
283479
6796.45
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 (SOR.Item No. 12.14)
30
24768
825.6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II) PCC Grade M-20 (SOR.Item No. 12.5 II (i))
209.01
1364417
6528
Plain/reinforced cement concrete in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II) RCC Grade M-25 (SOR.Item No. 12.5 II (i))
103.6
691327
6673.05
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 IV) RCC Grade M-30 (SOR.Item No. 12.5 IV)
52.5
383662
7307.85
Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete.
a) Height upto 5 M. (With Concrete Mixer)
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
(PWD SSR 2022-23 Item No. 17.49 Pg No. )
R.C.C grade M 30
159.52
1344466
8428.2
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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9)
98
17943
183.1
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III)
105.79
925160
8745.25
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (SOR.Item No. 13.5)
14.98
181657
12126.7
Providing Tar paper bearing of approved quality in proper size etc. complete (SOR.Item No. 13.16 V)
28.14
2785
99
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (SOR.Item No. 11.8)
12.86
804586
62565.05
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7)
9.43
592653
62847.7
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3)
7.58
490809
64750.6
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 (SOR.Item No. 12.11)
115.19
228041
1979.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (SOR.Item No. 12.10 I)
489.8
1470296
3001.83
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.50 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 (SOR.Item No. 13.8)
80.05
134427
1679.3
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 Square Metre 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.
70.05
46653
666
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values (PWD SSR Item No. 6.14 Pg No.)
80
236320
2954
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)" (PMGSY SOR Item no. 16.16 / Pg No.62 ).
20
65993
3299.65
Construction of submerssible bridge at ch 3+100 NH 753 A To Sawargaon Dukre To SH 214 To Bhogavati road Tq Chikhali d Dist Buldhana
-
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Item No. 3.5 (II)
152
8595
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 Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3)
129.2
7538
58.35
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 (SOR. Item No. 3.4 A)
413.18
186571
451.55
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. (SOR. Item No. 3.14)
253.06
89988
355.6
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (SOR. Item No. 5.1 I)
750
40650
54.2
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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II))
111.4
223162
2003.25
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means.
112.5
279258
2482.3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 80-100 kN vibratory 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 3 as per Technical Specification Clause 405. (SOR. Item No. 4.8 3(B). By Mechanical Means.
56.25
133320
2370.15
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)).
750
9037
12.05
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 with (SOR. Item No. 5.9 Case-II i). By Mechanical means (II) Bitumen (S-65) VG-30
750
119925
159.9
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 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (SOR.Item No. 5.12)
750
54487
72.65
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 (SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A
1
14907
14907.35
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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A
1
24106
24106.7
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) i) 900 mm equilateral triangle
4
36087
9021.95
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (SOR Item No 10.2)
2
54295
27147.8
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
4.12
598
145.15
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 (SOR.Item No. 10.8)
12
2398
199.9
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. (SOR.Item No. 10.11)
20
12084
604.2
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. (B) 1000 mm dia (SOR.Item No. 9.3 (B))
22.5
160648
7139.95
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302
36.43
94218
2586.3
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i)
72.86
119290
1637.25
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. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth.
1723.26
926508
537.65
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) Hard rock (requiring blasting) (SOR.Item No. 11.1 (III)
192.83
200851
1041.6
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 3.0 BHP pump etc. complete. (PWD SSR Item No 12.2 Pg No. 46)
482.09
86294
179
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling (SOR.Item No. 11.2 I)
72.88
188362
2584.55
Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc.complete. (PWD SSR Item No 12.27 Pg No. 65 )
62.48
131651
2107.1
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. PCC Grade M-15 (SOR.Item No. 11.3)
103.6
596585
5758.55
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (SOR.Item No. 11.4 I (i))
8.98
51007
5680.15
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 II (i))
82.65
468501
5668.7
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners
(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. (PWD SSR 21-22 Item No. 17.40 / P.No. ) P.C.C Grade M-25
160.69
1317746
8200.55
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 25 (SOR.Item No. 11.4 V)
85.49
636037
7439.9
Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) (PWD SSR 21-22 Item No. 17.54 / P.No. ) R.C.C Grade M-30
23.06
207188
8984.75
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II) PCC Grade M-20 (SOR.Item No. 12.5 II (i))
112.13
739043
6590.95
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II) RCC Grade M-25 (SOR.Item No. 12.5 II (i))
86.74
627850
7238.3
Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete.
a) Height upto 5 M. (With Concrete Mixer)
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
(PWD SSR 2022-23 Item No. 17.49 Pg No. )
R.C.C grade M 30
59.27
503306
8491.75
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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9)
142
26000
183.1
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III)
141.43
1245920
8809.45
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (SOR.Item No. 13.5)
19.8
241378
12190.85
Expansion joint with 25 mm thick bitumenous pad as per drawing and technical specifications Clause 1207.2.2 (SOR.Item No. 13.16 IIA)
35.03
38042
1086
Providing Tar paper bearing of approved quality in proper size etc. complete (SOR.Item No. 13.16 V)
23.85
2361
99
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (SOR.Item No. 11.8)
4.46
279284
62577.75
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7)
11.69
734838
62860.4
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3)
9.9
641091
64763.3
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 (SOR.Item No. 12.11)
138.74
279942
2017.75
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (SOR.Item No. 12.10 I)
283.54
874153
3083
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.50 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 (SOR.Item No. 13.8)
64
107475
1679.3
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 Square Metre 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.
70.05
46653
666
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values (PWD SSR Item No. 6.14 Pg No.)
8
23632
2954
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)" (PMGSY SOR Item no. 16.16 / Pg No.62 ).
20
65993
3299.65
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