Pradhan Mantri Gram Sadak Yojana Tender
Search for the latest Gujarat tenders online related to civil works, road & transport, pipelines and more easily here on BidAssist. Here you can get any and every tender that is posted on the eProcurement Gujarat website, minus the clutter. No need for a tender ID, as on BidAssist, you can view any Gujarat tender by merely typing Gujarat in the search box.
Costs
EMD
₹ 19,90,000Document Cost
₹ 12,000Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Vasadra Dolatporda Dhanela Kambopa Road Km. 0-00 To 8-000 Ta. Balasinor Dist.mahisagar And Widening And Strengthing Of Mrl01-link Road Joining Virpur Debhari And Virpur Bhatpur Road Km. 0-000 To 6-400 Taluka. Virpur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_SRRDA_108543_1Bid Award Id
ViewTender No
GJ3004P3Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification
3221
-
12.43
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket cum 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 all lift and lead as per Technical Specification
35347
-
29.02
Construction of unlined surface drains of average crosssectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of as per Technical Specification (Mechnichal Means)
14304
-
12.11
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lift and lead as per Technical Specification
48289
-
5.73
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Add ( 15% Take Fly Ash Qty for Modified Soil )
3278.4
-
230.95
Providing, laying and spreading soil on a prepared subgrade, pulverising, mixing the spread soil in place with rotavator with 4 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of subbase as per Technical Specification.
3671
-
162.61
Construction of Hard shoulders (Quarry Spall 12% CBR) with approved material obtained from with approved material with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification.
1431
-
182.81
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 Compacted to meet requirement of Table 300.2 with all lead as per Technical Specification.
1186
-
138.9
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification By Mix in Place Method (I) For Grading I Material
2316
-
657.51
(A) By Mix in Place Method .Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. (ii)For Grading II Material
1404.54
-
558.97
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in subbase/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification (By Mechanichal Means)
9858.19
-
992.75
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification.
1289.79
-
448.28
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 0.7 to 1 kg/sqm using mechanical means as per Technical Specification (i) Low Porosity
68108
-
56.45
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.
68108
-
11.76
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 VG-30 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 B as per Technical Specification By Mechanical Means.
68108
-
118.32
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
68108
-
46
Construction of un·reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade}, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification.
1860.68
-
4553.73
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 as per Technical Specification. By Mechanical Means (A) Cement Concrete
22.6
-
391.91
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 as per Technical Specification. By Mechanical Means (B) Reinforced Cement Concrete
22.8
-
631.46
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of as per Technical Specification.
190.08
-
211.55
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification,P.C.C grade M 15, Nominal mix
1543.25
-
3629.99
Cautionary Warning Sign :Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on Gl pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification .
184
-
1885.32
Village Name Sign :Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing.
111
-
1472.65
Direction (Junction) Sign :-Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0. 9 sqm supported on dia Gl Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification.
3.6
-
4028.15
Facility Informatory Sign :-Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as perapproved drawing and Technical Specification.
31
-
3389.91
Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Zebra patta/bump Patta lane/Centre line/ edge line/ Cut patta. The White color marking should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC-2015
2462.75
-
298.96
supplying and applying rumbble srip road marking with hot applied thermoplastic paints with reflactorising glass beads on bitumen surface providing and laying a hot applied thermoplastic compoumd 6mm thick including reflactorising glass beads @250gms per sqm area , thickness of 6mm is excluding of surface applied glass beads as per IRC-35 : 2015. The finished surface to be level,uniform and free from streaks and holes.
355
-
1451.37
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ordinary Fifth Kilometer Stone (precast)
5
-
2552.29
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ordinary Kilometer Stone (precast)
21
-
1519.88
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Hectometer stone (precast)
89
-
432.72
Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 1.8mtr long stand post of Iron
88
-
2875.98
Cat Eye/ Road Stud/ RPM: 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.
1735
-
478.58
Chevron Sign:- Providing and fixing sign boards made out of 1.5mm aluminium sheet/3 mm ACP (Aluminium composite Panel); size 60 x50 cm as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with Micro Prismatic Grade retro refletivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.3 mtr. long stand post of 75 x 75 x 6mm / 65 NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. the deails symbol or inscriptio/ numerals for each board shall be per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blacof size 45 x 45 x 60 Cms. for each leg. Including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeing from originaa manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective Sheeting
145
-
3989.5
Providing and fixing of a typical design of PMGSY Informatory Sign Board “The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). the lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.”
4
-
10009.92
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting to conform to IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5 mm, 330mm long complete as per. ( W - Double Beam Crash Barrier for Approch Portion ))
660
-
2868.4
Speed Braker (For 9.0 Mt Formation Width (5.50 mt Caariage way width )) Providing and laying rounded hump type of speed breaker conforming to IRC 99 and as per guidelines and drawings of NRRDA circular No.DO.P-17019/6/2006/PII Dated 16 sept,2009, including Providing and laying and compaction GSB, GS II,GIII,MSS, seal coat Type B , as per specifications and attached drawing on both sideof carriageway up to formation width maintaining rounded hump type shape with bitumenous mix material i/c providing and painting as per attached draing , providing and fixing of two nos 600 mm equilateral retro reflecting sign boards i/c cost of all material , labour T & P & machinery etc complete on flexible and rigid pavement as per directed by engineer in charge as per relavant clauses of MORD Specifications
19
-
12926.36
Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification.C) Up to 600 mm dia. Hume Pipe…
22.5
-
119.34
Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification.C) Above 600 mm to 900 mm dia. Hume Pipe…
75
-
161.34
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification . English and Roman
7040
-
0.33
Providing and fixing of typical PMGSY citizen's information board as per attached drawing. Two M.S. Plates of 1.6mm thick of 900mm x 750mm size fixed of top & bottom duly welded diagonally with M.S. angles of 25x25x5mm thick M.S. plates shall be welded by two vertical M.S. flats & four horizonta M.S.flat 5mm thick , to 75mmx75mm of 12 swg square tubes posts duly embeded 600x600x750mm below ground level. Printing new letters and figures of any shade with ready mix synthetic enamal paint of superior quality in required shade and colour. All sections of framed posts & steel square tubes will be painted with primer and two coats of epoxy paint as per drawing.
2
-
11286.47
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification.
639.9
-
84.05
STOP SIGN: :- Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90cms. rectangle as per the design of IRC- 67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade.
10
-
3915.77
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.
236
-
371.93
Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat including excavation of pit etc. complete
180
-
202.71
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing logo Board of PMGSY size 600 x 600 mm dia mount shape with one plate of size 900x 250 mm made of 16 gage sheet over frame of angle iron 25x25x3 mm as per pmgsy specification and drawing painted with ready mix synthic enimal paint of superior quality in required shaid and colour. All section of frame poses and steel and steel will be painted with primer and two coat of epoxy paint as per drawing (PMGSY logo Board)
5
-
1305.7
Excavation For Structure :- Earthwork in Excavation for Foundation of structures up to 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials. (Up to 3.0 m Depth)
2843.75
-
183.87
Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
65.57
-
229.85
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per (ii)Type B (First Class) Bedding
10.37
-
496.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications ( I. P.C.C. grade M20)
2184.92
-
3839.25
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications ( II. P.C.C. grade M15)
76
-
3355.73
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (IV. R.C.C. Grade M 25)
462
-
4800.81
Plain/reinforced cement concrete in Sub structure complete as per drawings and technical specifcation Clauses.(iii) R.C.C. Garde M 20)
0.19
-
4387.55
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (II. P.C.C. Grade M 20,(I))
447.59
-
4153.69
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications (III. R.C.C. Grade M 30)
16
-
5604.97
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications.
10
-
8990.62
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. (II) R.C.C. grade M 25
42.02
-
4724.03
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications.
4.09
-
59767.92
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications.
14
-
60579.86
Supplying, Fitting and placing with MS bar reinforcement (FE 415) in Substructure complete as per drawings and technical specification.
3
-
52706.79
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification.
4.7
-
55807.61
Reinforced Cement Concrete Pipe NP3 :- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. ( B. 1000 mm Dia)
430
-
4359.71
Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. NP4 Pipes 500 mm dia @ 0.50 Per Km For Buried Conduits.
387.5
-
2985.21
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.(B)1000 mm dia.
100
-
5098.07
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (C)750 mm dia.
35
-
4376.77
Backfilling between head wall complete as per drawings & technical specification ( II. Sandy material)
2653
-
666.94
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (Granular material)
354.36
-
541.57
White washing of parapet walls :- White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications.
1534.29
-
10.58
Providing and maintaing a diversion for traffic during the work in progress till completion of work including providing red lamps and necessary sign board.
26
-
5050
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications.
196.5
-
529.88
Construction of toe walls for protection of slopes as per drawing and technical specifications. (III.) Cement concrete grade M 1 0 in case of concrete block pitching
146
-
3531.99
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications.
377.64
-
529.88
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification.
514
-
116.72
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 .
216
-
1330.68
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications .
30.4
-
1135.22
Drainage spouts complete as per drawing and technical specifications .
6
-
1321.43
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
32
-
101.66
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications.
35
-
2103.7
Providing and laying curtain walls complete as per drawing and technical specification. (III.) Cement concrete grade M 10
152
-
3311.24
Dismentalling Existing Pipe Culvert/structure
27
-
5050
Providing & fixing CE Marked Gabion box indigenously manufactured as per required section including boxes made of mechanically woven hexagonal shaped wire mesh of type, (10x12)cm, edges mechanically selvedged made of heavily (Zinc + PVC) coated G.I. wires as per BS:443, mesh wire 2.70/3.70 mm Ø (ID/OD), edge wire 3.40/4.40 mm Ø (ID/OD) filled with 20 to 50 Kg weight trap stones including conveying with all leads and lifts and placing at required places in required line, level, slope, section as directed, etc. and tied by 3% lacing wire 2.20/3.20 mm Ø (ID/OD) Confirming to (Specification: IS 16014, MoRTH 2500). (including Rubble) , CE Marked Needle Punched and Mechanically Bonded Non-Woven Geotextile behind gabion wall indigenously manufactured from high quality polypropylene staple fibres confirming to IRC: SP:59-2002 & MORTH Section700) Including Excavation, Back Filling & Stone having 150 to 250 mm diameter for filling of gabion units as directed by Engineer-in-charge. (For 3 mt Height)
600
-
23000.8
Note:-1 Item not covered in MORD specification shall be executed by MORTH specification and rest items shall be executed as directed.
-
-
-
Note:-2 Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and hold good for work under all wheatther Condition.
-
-
-
Note:-3 An amount of Rs.2,69,786.34/- (Two Lacs Sixty-Nine thousand Seven Hundered Eighty Sixty rupees and Thirty-Four paisa Only) forward estimated salvage value of dismentalled material likely to be received from the 1st R.A. Bill of this work irrespective of the actual material obtained on site.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements