Yavatmal 1) Construction Of Minor Bridge At Ch 0/190 Parwa- Sonkhas-Dorli To Nagezari -Taroda -Rasa Road Tq. Ghatanji2) Construction Of Minor Bridge At Ch 4/444 Sh-14 Chikhaldara Krushnapur Mohadari Joginkawda To Mdr-51 Tq. Kelapur 3) Construction Of Mino
Tender Value
3.31 Crore
Estimated cost
Bid Submission
23 Jul 2024
0 days left
EMD
7.11 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kelapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
YAVATMAL 1) Construction of Minor bridge at ch 0/190 Parwa- sonkhas-Dorli to Nagezari -Taroda -Rasa road Tq. Ghatanji2) Construction of Minor bridge at ch 4/444 SH-14 chikhaldara Krushnapur Mohadari joginkawda to MDR-51 Tq. Kelapur 3) Construction of Minor bridge at NH-361 to Bothbodan ichori Jamwadii (SH-282( Road at ch 11/200 Tq. YavatmalDISTT. YAVATMALPACKAGE NO MH-33-111
BOQ
| Sl. No. | Item Description |
| 1 | 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 0/190 Parwa- sonkhas-Dorli to Nagezari -Taroda -Rasa road Tq. Ghatanji |
| 2 | 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) |
| 3 | 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 Soil |
| 4 | 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 |
| 5 | 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 |
| 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) / ) |
| 7 | 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 ) |
| 8 | 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) ) |
| 9 | 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) |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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) |
| 14 | Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3.(Item No. 11.3 / P.No. 46) |
| 15 | 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)) |
| 16 | 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) |
| 17 | Providingtarpaperbearing of approved quality in proper size etc. complete.(PWD 22-23 Item No. 13.02 (BR ) P.No. 70) |
| 18 | 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 wallto 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) |
| 19 | 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) |
| 20 | 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. |
| 21 | Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.33 (BR 43B) P.No. 73) |
| 22 | 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 |
| 23 | 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) |
| 24 | 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) |
| 25 | 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) |
| 26 | 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) |
| 27 | 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) |
| 28 | 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) |
| 29 | 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) |
| 30 | 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) |
| 31 | 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)) |
| 32 | 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)) |
| 33 | 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 Aor Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l)) |
| 34 | 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) |
| 35 | 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) |
| 36 | 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)) |
| 37 | 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) |
| 38 | 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) |
| 39 | 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. |
| 40 | 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) |
| 41 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on BituminousSurface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizingglass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as perIRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 42 | 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) |
| 43 | 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) |
| 44 | 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 bycontractor.MMGSY SOR 21-22,SR NO -10.16A- A) Retro Reflective Class-A Sheetin ,PG NO-39 |
| 45 | 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 |
| 46 | 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 |
| 47 | 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 |
| 48 | 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 |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 ) |
| 52 | 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 |
| 53 | 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 |
| 54 | 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) |
| 55 | 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 |
| 56 | 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) |
| 57 | 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) |
| 58 | Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3.(Item No. 11.3 / P.No. 46) |
| 59 | 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)) |
| 60 | 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 |
| 61 | Providingtarpaperbearing 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 |
| 62 | 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 wallto 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) |
| 63 | 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) |
| 64 | 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 |
| 65 | 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 |
| 66 | 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 |
| 67 | 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 |
| 68 | 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 |
| 69 | 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 |
| 70 | 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 |
| 71 | 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 |
| 72 | 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 |
| 73 | 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) |
| 74 | 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 |
| 75 | 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 |
| 76 | 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 |
| 77 | 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 Aor 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 |
| 78 | 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 |
| 79 | 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 |
| 80 | 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 |
| 81 | 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 |
| 82 | 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) |
| 83 | 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 |
| 84 | 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 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on BituminousSurface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizingglass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as perIRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 86 | 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) |
| 87 | 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) |
| 88 | 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 bycontractor.MMGSY SOR 21-22,SR NO -10.16A- A) Retro Reflective Class-A Sheetin ,PG NO-39 |
| 89 | 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. |
| 90 | 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. |
| 91 | 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 embankentlocation 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. |
| 92 | 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. |
| 93 | 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 compactingwith 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. |
| 94 | 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 compactingwith 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. |
| 95 | 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. |
| 96 | 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 rotavatorat OMC, and compacting with vibratorywheelroller to achieve thedesired 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. |
| 97 | 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. |
| 98 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. |
| 99 | 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. |
| 100 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of0.275 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. |
| 101 | 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. |
| 102 | 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. |
| 103 | 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. |
| 104 | Providing and erecting direction and place identification of semi reflective signboards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameledpaint 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 Clause1701 iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal. |
| 105 | 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. |
| 106 | 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. |
| 107 | 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. |
| 108 | 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. |
| 109 | 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. |
| 110 | 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. |
| 111 | Painting two coats including primer coat after filling the surface with syntheticenamel 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. |
| 112 | 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. |
| 113 | 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. |
| 114 | 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 suitablematerial. 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. |
| 115 | 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 suitablematerial. 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. |
| 116 | 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 suitablematerial. 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. |
| 117 | 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 andafterexcavationasmayberequiredbyusing5.0to9.0BHPpumpetc.complete.(priorapprovalof 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. |
| 118 | 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. |
| 119 | Providing and laying plainin situ / ready mix M-25cement concrete of trap/ granite/quartzite/gneiss/crushed stone metalmechanicallymixed,placedinfoundationandcompactedbyvibration includingnecessary bailingoutwater,curingcuringconcretebatchmixplant/panmixerwithfineagreegatesofrequired specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete Mixer iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal. |
| 120 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite /quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings ofR.C.C.columnsandsteelstanchionsetc.columnsasperdetaileddesignsanddrawingorasdirected includingSteel centering formwork, coverblocks laying/pumping,compaction finishing the formed surfaceswithcementmortar1:3ofsufficientminimum thickness to give a smooth and even surface or rougheningifspecialfinishistobeprovidedandcuringetc.complete.(Excludingreinforcementand structural steel). with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concrete Batchmix plant (Pan mixer) etc. complete. Withfine aggregate (CrushedsandVSI Grade) iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal. |
| 121 | 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 panelsonthefacestoapprovedesignwithcompactingbyvibratingandcuringcomplete,including plywood/steel form workcentering (excluding dewatering bymeansofpump)andincluding baillingout 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. |
| 122 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solidpiers,column etc . includingprovision ofV 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(excludingdewateringbymeansofpump)andincludingbaillingoutwaterand including CM 1:3curing complete. iii) Construction of Minor Bridge At NH-361 to Bothbodan Ichori Jamwadi (SH-282) Road at Km. 11/200. Tq. Yavatmal. Dist. Yavatmal. |
| 123 | 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. |
| 124 | Providingandlaying insitu/ready mixcontrolledM-25cementconcreteof oftrap/granite /quartzite/ gniessmetalforreinforcedcementconcrete capsover piersandabutmentsincluding 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. |
| 125 | Providingandlaying insitu/ready mixcontrolledM-30cementconcreteof oftrap/granite /quartzite/ gniessmetalforreinforcedcementconcrete capsover piersandabutmentsincluding 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. |
| 126 | Providing and laying reinforced cement concrete M-30in 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. |
| 127 | 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. |
| 128 | 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. |
| 129 | Providing and laying reinforced cement concrete M-30in 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. |
| 130 | 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. |
| 131 | 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. |
| 132 | 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. |
| 133 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 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. |
| 134 | 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. |
| 135 | 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. |
| 136 | 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. |
| 137 | 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. |
| 138 | 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. |
AI Tender Summary
Tender Timeline
Jul 15, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender