Upgradation / Improvement Of Nh-753A Sura To Nagangaon Padali Shinderoad Tq. Deulgaon Raja Dist. Buldana
Tender Value
3.69 Crore
Estimated cost
Bid Submission
24 Apr 2023
0 days left
EMD
3.97 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
deulgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation / Improvement of NH-753A Sura to Nagangaon Padali ShindeRoad Tq. Deulgaon Raja Dist. Buldana
BOQ
| Sl. No. | Item Description |
| 1 | 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 earlierand 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. (SOR. Item No. 2.2 (II) A) In area of non thorny jungle. |
| 2 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (SOR. Item No. 3.2) |
| 3 | Excavation for roadway in soil using mechanical means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3. SoR 3.5 (ii) |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3) |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (SOR. Item No. 3.4 A) |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (SOR. Item No. 3.14) |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(SOR. Item No. 5.1 I) |
| 8 | Construction of Granular sub-baseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II)) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound MacadamGrade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means. |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with80-100 kN vibratory roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(SOR. Item No. 4.8 3(B). By Mechanical Means. |
| 11 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(i)). |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)). |
| 13 | Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (As Per SoR Commitee) |
| 14 | Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications.. (PWD SSR 51.178) |
| 15 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A |
| 16 | Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A |
| 17 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR.Item No. 10.3 (B) |
| 18 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) ii) 600 mm equilateral triangle |
| 19 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) iii) 600 mm Circular |
| 20 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) iv) 800 mm x 600 mm rectangular |
| 21 | Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803) |
| 22 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702(SOR.Item No. 10.8) |
| 23 | KilometreStone.Reinforced cement concrete 5 thKilometer Stone M15grade 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 Clause 1703. i) 5 thKilometer Stone (Precast)(SOR.Item No. 10.10 (i)) |
| 24 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Km. Stone (Precast)(SOR.Item No. 10.10 (ii)) |
| 25 | Reinforced cement concrete M-15 grade200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.iii) 200m Stone (Precast)(SOR.Item No. 10.10 (iii)) |
| 26 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (SOR.Item No. 10.11) |
| 27 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. |
| 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia(SOR.Item No. 9.3 (B)) |
| 29 | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. For 800 mm dia.(SOR.Item No. 9.4 (C)) |
| 30 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i) |
| 31 | 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. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth. |
| 32 | 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. (SOR.Item No. 11.1 (I) (iv) Ordinary Soil Upto 3m to 6m depth. |
| 33 | 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) Ordinary rock (not requiring blasting) (SOR.Item No. 11.1 (II) |
| 34 | 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) Hard rock (requiring blasting) (SOR.Item No. 11.1 (III) |
| 35 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil)(SOR.Item No. 11.2 II) |
| 36 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203( I ) P.C.C grade M 10(I) Nominal mix (1:3:6)(SOR.Item No. 11.4 I (i)) |
| 37 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 II (i)) |
| 38 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III)R.C.C grade M 20(SOR.Item No. 11.4 IV) |
| 39 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204I) PCC Grade M-15(i) Nominal Mix 1:2.5:5 )(SOR.Item No. 12.5 I (i)) |
| 40 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204III) RCC Grade M-20(SOR.Item No. 12.5 III) |
| 41 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9) |
| 42 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II R.C.C M 25 (SOR.Item No. 13.1 II) |
| 43 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3(SOR.Item No. 13.5) |
| 44 | Expansion joint with 25 mm thick bitumenous pad as per drawing and technical specifications Clause 1207.2.2 (SOR.Item No. 13.16 IIA) |
| 45 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWDCSR 2017-18) (SOR.Item No. 13.16 V) |
| 46 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (SOR.Item No. 11.8) |
| 47 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3) |
| 48 | 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 (SOR.Item No. 12.11) |
| 49 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2(SOR.Item No. 13.8) |
| 50 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplyying all materials, hand packing of rubble, speading metal in layers and hard murum including watering and compaction with power roller etc. complete.(SOR.Item No. 16.7) |
AI Tender Summary
Tender Timeline
Apr 03, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 25, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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