Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jul 2024
Closing Date23 Jul 2024
Tender Amount₹ 3,31,15,432
Costs
EMD
₹ 7,11,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135425_3Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/115/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
Soft Rock
138.7
93213
672.05
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
Hard Rock
368.03
383340
1041.6
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / )
30.22
176454
5839
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in Foundation complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 11.7 )
2.38
149161
62672.85
Providing and laying plain in situ / ready mix M-25 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (PWD 2021-22 SOR Item No. 17.29 Page No. 98) )
87.12
696755
7997.65
Providing concrete for plain cement concrete M-30 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (iv) (i) / P.No. 47)
33.7
266740
7915.15
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.(PWD SSR 22-23,14.01,BR-35A,PG NO-93)
6.61
464270
70237.6
Providing weepholes in plain 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 (Item No. 12.9 (a) / P.No. 50)
44
8056
183.1
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. (PWD 2021-22 SOR Item No. 17.40/ P.No. 100)
300.3
2468736
8220.9
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. (PWD 2021-22 SOR Item No. 17.49/ P.No. 103)
56.6
480901
8496.5
Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3. (Item No. 11.3 / P.No. 46)
190.45
1129149
5928.85
Plain/reinforced cement concrete RCC M25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (IV))
5.52
40652
7364.6
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 2021-22 SOR Item No. 17.54/ P.No. 104)
5.79
52049
8989.5
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 70)
23.89
2197
92
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Item No. 12.11 / P.No.50)
97.1
213163
2195.3
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50)
404.3
732874
1812.7
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
11.92
837232
70237.6
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.33 (BR 43B) P.No. 73)
23.81
23643
993
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(13.1) M-30
178.7
1597238
8938.1
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53)
25.43
313284
12319.5
Providing and laying 0.90 meter thick metal mat consisting of rubble,over size 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. (PWD SSR Item No. 14.88 / P.No. 77)
116.7
377215
3232.35
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m 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 (Item No. 13.8 / P.No. 53)
94.77
159147
1679.3
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56)
19.89
34271
1723.05
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40)
113.72
17006
149.55
Granular Sub-base with Well Graded Material (Table 400.1) 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) /P.No.19)
17.8
38819
2180.85
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 / P.No.16)
8.2
4334
528.65
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (B)/ P.No. 23)
24.7
66504
2692.5
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 (Item No. 5.5 (A))
165
37281
225.95
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. (Item No. 5.2 (i))
165
1584
9.6
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l))
165
23768
144.05
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. By Mechanical Means.(Item No. 5.12- B/ Case -I, Type B (II) S-65)
165
11822
71.65
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)
127.5
102994
807.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 . (Item No. 3.5(III))
60
3393
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. (Item No. 3.14 / P.No.16)
37
19560
528.65
Standard Metal Delineator Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. (PWD CSR Item no 2018,Page Number 402)
4
1478
369.65
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.
20
7393
369.65
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement)
85.64
51743
604.2
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.
8
5381
672.65
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. (SoR 2019-20, Item No. 10.2 (B)/ P.No. 39)
4
36087
9021.95
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(item no 10.16)
2
29814
14907.35
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.MMGSY SOR 21-22,SR NO -10.16A- A) Retro Reflective Class-A Sheetin ,PG NO-39
2
57370
28685
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 )Construction of Minor bridge at ch 4/444 SH-14 chikhaldara Krushnapur Mohadari joginkawda to MDR-51 Tq. Kelapur
300
810
2.7
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.(Item 2.5A, Page 8)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
375
288918
770.45
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
Ordinary SoilCh.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
280.25
150676
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
Soft Rock
332.89
223718
672.05
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
Hard RockCh.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
73.59
76651
1041.6
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / )Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
32.37
183694
5674.85
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in Foundation complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 11.7 )
1.99
124819
62723.6
Providing and laying plain in situ / ready mix M-25 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (PWD 2021-22 SOR Item No. 17.29 Page No. 98) )Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
101.52
818763
8065.05
Providing concrete for plain cement concrete M-30 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (iv) (i) / P.No. 47)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
17.66
141015
7985
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.(PWD SSR 22-23,14.01,BR-35A,PG NO-93)
4.66
327602
70301
Providing weepholes in plain 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 (Item No. 12.9 (a) / P.No. 50)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
55
10065
183
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. (PWD 2021-22 SOR Item No. 17.40/ P.No. 100)
327.25
2712575
8289
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. (PWD 2021-22 SOR Item No. 17.49/ P.No. 103)
29.72
257107
8651
Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3. (Item No. 11.3 / P.No. 46)
51.33
295917
5765
Plain/reinforced cement concrete RCC M25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (IV))
5.78
41720
7218
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 2021-22 SOR Item No. 17.54/ P.No. 104)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
3.02
27355
9058
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 70)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
18
1656
92
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Item No. 12.11 / P.No.50)
99.22
202706
2043
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50)
436.84
725591
1661
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
8.42
591934
70301
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.33 (BR 43B) P.No. 73)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
18.42
18291
993
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(13.1) M-30Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
126.33
1110762
8792.55
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53) Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
21.23
258454
12174
Providing and laying 0.90 meter thick metal mat consisting of rubble,over size 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. (PWD SSR Item No. 14.88 / P.No. 77)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
127.8
414966
3247
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m 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 (Item No. 13.8 / P.No. 53)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
76.14
127839
1679
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
30.19
48189
1596.2
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
91.37
13664
149.55
Granular Sub-base with Well Graded Material (Table 400.1) 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) /P.No.19)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
16.2
32864
2028.65
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 / P.No.16)
7.5
4721
629.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (B)/ P.No. 23)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
22.5
57786
2568.3
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 (Item No. 5.5 (A))Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
150
32475
216.5
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. (Item No. 5.2 (i))Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
150
1447
9.65
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l))Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
150
21390
142.6
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. By Mechanical Means.(Item No. 5.12- B/ Case -I, Type B (II) S-65)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
150
10717
71.45
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
90
72702
807.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 . (Item No. 3.5(III))Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
60
3393
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. (Item No. 3.14 / P.No.16)Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
29.6
18633
629.5
Standard Metal Delineator Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. (PWD CSR Item no 2018,Page Number 402)
4
5462
1365.5
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.Ch.4/440 Krishnapur-Mohodari-Joginkohala Bridge Tq Kelapur
10
3696
369.65
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement)
103.02
62244
604.2
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.
8
5381
672.65
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. (SoR 2019-20, Item No. 10.2 (B)/ P.No. 39)
4
36087
9021.95
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(item no 10.16)
2
29814
14907.35
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.MMGSY SOR 21-22,SR NO -10.16A- A) Retro Reflective Class-A Sheetin ,PG NO-39
2
57370
28685
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
630
1701
2.7
Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
210
2688
12.8
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. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
598.2
36370
60.8
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. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
100.8
7348
72.9
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
297
113082
380.75
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
1601.74
680979
425.15
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
196.39
91547
466.15
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 .iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
51.1
93750
1834.65
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. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
73.5
141744
1928.5
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 3 as per Technical Specification Clause 405 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
36.75
71875
1955.8
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
550
51205
93.1
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
550
8497
15.45
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 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. (excluding seal coat) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
550
79805
145.1
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
550
31762
57.75
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
2
1208
604.2
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
3.78
13185
3488.2
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
1
14907
14907.35
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
1
28685
28685
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
100
29490
294.9
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
40
60560
1514
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
15
61485
4099
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
165.47
243638
1472.4
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 1701iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
295.07
42829
145.15
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
101.37
78100
770.45
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. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
15
12117
807.8
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
388.75
209011
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 ) For Ordinary Rock iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
108
72581
672.05
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) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
218.27
227350
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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
525
105525
201
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
24.83
134473
5415.75
Providing and laying plain in situ / ready mix M-25 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With
Concrete Mixer iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
52.97
453264
8557
Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
98.17
805337
8203.5
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
292.88
2618414
8940.2
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. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
103.8
957284
9222.75
Filling annular space ariund footing in rock as per technical specification Clause 1203.4.3PCC Grade M-15 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
71.08
391338
5505.6
Providing and laying in situ / ready mix controlled M-25 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 ) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
5.7
54195
9508
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 ) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
8.91
87064
9771.5
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
6.46
55218
8547.8
Providing Tar paper bearing of approved quality in proper size etc. complete. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
34.4
3405
99
Expansion joint with 25 mm thich bitumenous pad. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
37.67
41318
1096.85
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
141.32
1207975
8547.8
Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
18.18
216872
11929.2
Supplying, fitting and placing TMT bar reinforcement (Fe 500 ) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
10.06
632830
62886.9
Supplying, fitting, and placing TMT bar reinforcement (Fe 500 ) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
12.1
783762
64789.8
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
79.75
147764
1852.85
Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
154.56
86870
562.05
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
62.32
121405
1948.1
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
84.18
141363
1679.3
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 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
256
46873
183.1
Transportation of excess excavated material / soil from work site to the site of deposition within a Av. lead of 3.0 to 5.0 Km including all lifts, loading and unloading as directed by Engineer-in-charge. etc complete. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal.
299.06
27618
92.35
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