Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana

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Opening Date

02 Sep 2021

Closing Date

15 Sep 2021

Tender Amount

₹ 7,76,01,900

Costs

Summary

Improvement And Widening Of Khapariya Khangela Road Km.0/00 To 7/200 And Dahod Vanbhori Kathala Road Km.0/00 To 11/250 Under Pmgsy Block Dahod, Dist Dahod

Description

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BOQ Items

ItemQuantityUnitsRateAmount
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Item Description
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle
12.41Hector-25121.53
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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 By Mechanical Means (A) Cement Concrete
74.62cum-391.91
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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 By Mechanical Means (B) Rainforcement Cement Concrete
66cum-631.47
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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 1000 m as per Technical Specification (Cement Mortor)
900.41cum-211.54
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Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification .((a) up to 600 mm dia. Hume Pipe.
7.5Rmt-119.33
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Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification.(b) above 600 mm to 900 mm dia. Hume Pipe...
435Rmt-161.34
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Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification.((c Above 900 mm dia Hume pipe
135Rmt-276.25
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification. (By Mechanical Means)
66533Sqmt-5.73
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable materials separately.
544.5Cumt-875.3
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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
9424cumt-12.43
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Excavation for road work 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 all lift lead as per technical specification
19201.69Cum.-29.02
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification
17559.14Cum.-38.42
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Construction of embankment with approved material obtained from borrow pits with all lift, 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
36333.55Cum.-148.73
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Construction of embankment with approved material obtained from borrow pits with all lift, 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 (Modified Soil Using 15% Fly Ash)
6761.7Cum.-221.5
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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
2612.63Cum.-533.26
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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 sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification
10488.27Cum.-915.37
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Hard Side Shoulder 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 completeas per Technical Specification
3587Cum.-448.28
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification (Low porosity)
87918.9Sq.M.-56.3
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification
87918.9Sq.M.-12.72
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen 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 A or Type B or Type C as per Technical Specification (Bitumen Content 14.6kg/10Sqm)
87918.9Sq.M.-114.88
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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 By Mechanical Means, Bitumen (S-90)
87918.9Sq.M.-46.66
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CC Pavement Cement Concrete Pavement. 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days.
1996.04Cum-4553.73
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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
20295Per cm height per letter-0.33
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification
22No-1269.14
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Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing
156No-1472.65
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide, 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 per approved drawing and Technical Specification
13No-3389.92
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Providing and Fixiing 'Logo' of PMGSY ProjectProviding and fixing logo board of PMGSY size 600x600 mm dia mount shape with one plate of size 900x250 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 will be painted with primer and two coat of epoxy paint as per drawing claue 1701 & annexure 1700.1 (PMGSY LOGo Board)
12No-1305.75
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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 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 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 ."
5No-10010
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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
4No-11286.5
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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
1845Sqmt-84.05
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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.
18No-3915.78
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Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; 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 & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade
82No-1950.32
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Chevron sign :-Providing and fixing slgn boards made out of 1.5mm alumlnium sheet/3mm ACP (Aluminum composite Panel); size 60x50cm 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; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm/ 65NB Circular MS Pipe as required and frame fabricated from suitable slze Iron angle of35x35x3mm, painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscriptlon / numerals for each board shall be as per the Instruction of engineer in charge. The fixing at site shall be In 1:2:4 CC blockof 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 sheeting from original 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. Type-4 Retro Reflective sheeting
66No-3989.52
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Road Marking :-Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes.
1077.6Sqmt-298.96
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(i) 5th Kilometre Stone (precast) 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
3No-2552.33
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(ii) Ordinary Kilometer Stone (Precast) 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
19No-1519.89
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(iii) 200 m stone (precast) 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
73No-432.71
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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
860No-371.93
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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.
401No-202.72
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per
450Rmt-2878.4
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Speed Braker (For 9.0Mt Formation Width (5.50mt Carriageway width) Providing and laying rounded hump type of speed breaker conforming to IRC99 and as per guideline s and drawings of NRRA circular No. DO.P-17019/6/2006/PII Dated 16 sept, 2009, including Providing and laying and compaction GSB, GSII, GIII, MSS, sealcoat Type B, as per specifications and attached drawing on both side of carriageway up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting as per attached drawing, providing and fixing of two nos 600 mm equilateral retro reflecting sign boards i/c cost of all material, labor T&P & machinery etc complete on flexible and rigid pavement as per directed by engineer in charge as per relevant clauses of MORD Specifications
22No-15581.55
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
2356.87Cum-183.87
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(II)Ordinary rock (not requiring blasting)Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Upto 3 m depth
65.57Cum-229.85
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Providing concrete for Plain/reinforced Concrete in open foundation complete as per drawings & Technical Specification P.C.C. grade M-10 Nominal mix 1:3:6
100.8Cum-3311.24
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P.C.C grade M 20 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (III) P.C.C grade M 20(i) Nominal mix (1:2:4)
2024.49Cum-3839.85
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(II) P.C.C. grade M 20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification
201.59Cum-4153.69
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(R.C.C M -25) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications
42.02Cum-4724.03
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
4.7MT-55807.53
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications (I) Stone/Boulder
495.32Cum-529.88
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
165.42Cum-1135.22
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(1000mm dia)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
560Meter-5098.07
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P.C.C grade M 15 ,Plain/reinforced cement concrete in substructure complete as per drawings and technical specification, P.C.C grade M 15, Nominal mix (1:2.5:5) .
1713.04Cum-3629.99
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification
19.95MT-55092.89
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Laying Cement Concrete Pipe NP4 (burried conduits 500 mm dia) 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.
500Rmt-2985.21
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White washing of parapet walls of CD work and tree trucks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification
1397.2Sq.mt-10.58
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (Granular material)
350.16Cum-541.57
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
269No-116.72
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Drainage spouts complete as per drawing and technical specifications
6Nos-1321.5
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15Rmt-101.67
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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
4.5Cum-529.78
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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 as per Technical Specification
9.79Cum-448.31
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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
30Cum-4376.77
Total Amount ₹ 2.4 Lac
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