tender for civil work -road work =Mr-N / 22-23 Kahalgaon / 13 Mr-N / 22-23 Kahalgaon / 13
Tender Value
8.12 Crore
Estimated cost
Bid Submission
11 Jul 2022
0 days left
EMD
16.24 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kahalgaon → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for civil work -road work =Mr-N / 22-23 Kahalgaon / 13 Mr-N / 22-23 Kahalgaon / 13
BOQ
| Sl. No. | Item Description |
| 1 | RCD Road Sanaukhar to Khajuriya |
| 2 | Clearing and GrubbingRoad Land(By manualmeans)includinguprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m includingremovalanddisposaloftoporganicsoilnotexeeding150mminthicknessaspertechnical specification clause 201.1 and direction of E/I |
| 3 | 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 lead upto 1000 m as per Technical Specification Clause 303.1. |
| 4 | 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 lead upto 100 m as per Technical Specification Clause 303.1. |
| 5 | Granular Sub-base with Well Graded Material(Grade 2) : Constructionof granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methodwithrotavator at OMC, andcompactingwithsmooth wheelrollerto achievethedesireddensity, complete as per Technical Specification Clause 401. |
| 6 | WaterBound Macadamwith StoneScreeningGr-II : Providing,laying,spreadingandcompactingstone 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 2 as per Technical Specification Clause 405. |
| 7 | WaterBound MacadamGrIII: Providing,laying,spreadingandcompactingstoneaggregatesofspecific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmooth wheelroller80-100kNinstagestopropergradeandcamber,applyingandbrooming,stone screeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequireddensity Grading 3 as per Technical Specification Clause 405. |
| 8 | ProvidingandapplyingprimercoatwithBitumenemulsion(SS-1) onpreparedsurfaceofgranularbase including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical meansas per Technical Specification Clause 502. |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to0.3 kgpersqmonthepreparedbituminoussurfacecleanedwithHydraulicbroomasperTechnical Specification Clause 503. |
| 11 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 12 | Providingandlayingsemidensebituminousconcretewith100-120TPHbatchtypeHMPproducingan average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 13 | ConstructionofdryleancementconcreteSub-baseoverapreparedsub-gradewithcoarseandfind aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength notbelessthan10Mpaat7days,mixedinabatchingplant,transportedtosite,laidwithapaverwith electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 14 | Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any othertype asper clause1501.2.2 M30 gradecoarse andfine aggregatemaximum sizeof aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene film ,wedges ,steel plates including levelling the formwork as per drawing ) spreading theconcretewithshovels,rakes,compactedusingneedle,screedandplatevibratorsandfinishedin continuous operation including provision of contraction and expansion , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501. |
| 15 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 16 | i) 5th km stone |
| 17 | ii) Km stone |
| 18 | iii) 200 m stone |
| 19 | Retro-reflectorisedTrafficSignsProvidinganderectingdirectionandplaceidentificationretro-\reflectorised signas perIRC:67madeofencapsulatedlenstypereflectivesheetingvideClause1701.2.3,fixedover aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.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 Clause 1701. |
| 20 | 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 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 perdrawings and Technical Specification Clause 801 |
| 21 | 600 mm equilateral & triangle |
| 22 | 600 mm circular |
| 23 | 600 mm x 450 mm rectangular |
| 24 | 900 mm side octagon |
| 25 | 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 SpecificationClause 1704 |
| 26 | 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 Clause 1701 |
| 27 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing thetree guard and maintaining the plants for one year |
| 28 | Half brick Circular tree Guard ,in 2nd class Brick,internal diameter 1.25 meters and height 1.2 meters above ground and 0.20 meter below ground, bottom two courses laid dry, and top three courses in cement mortal 1:4 (1 cement 4 sand) and the intermediate courses being in dry honey comb masonry as per design complete |
| 29 | 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 .The finished surface to be level, uniform and free from streaks and holes. |
| 30 | At Edgefor BT Portion |
| 31 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) |
| 32 | At Edgefor New & Old CC Portion |
| 33 | Providing and fixing of typical MMGSY 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 450mmx 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 |
| 34 | Cross Drainage Works/Protection/Repair |
| 35 | PROTECTION WORK |
| 36 | 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. |
| 37 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 38 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technicalspecifications Clauses 1000 and 1202 |
| 40 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawingface complete as per drawing and technical specification |
| 41 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 42 | HUME PIPE CULVERT |
| 43 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technicalspecification clause 1104 |
| 44 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 |
| 45 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) |
| 46 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 |
| 47 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surfacewith synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 48 | RCC SLAB CULVERT |
| 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 50 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. |
| 51 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203 |
| 52 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 53 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 54 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 55 | RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 |
| 56 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andtechnical specifications |
| 57 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and6 per centbitumen by weight |
| 58 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing |
| 59 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 60 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technicalspecifications Clause 1302 |
| 61 | Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause1701 |
| 62 | PARAPET REPAIR |
| 63 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing andtechnical specifications Clauses 600, 900 and 1208.4 |
| 64 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications |
| 65 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 66 | 300MM Irrigation Pipe |
| 67 | Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipesubject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. |
| 68 | Dismanteling |
| 69 | 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. |
| 70 | Cement Concrete |
| 71 | 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 Clause 202. |
| 72 | Cement mortar |
| 73 | Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 74 | Above 600 mm to 900 mm dia Hume pipe |
| 75 | 12 % GST |
| 76 | 1% LABOUR CESS |
| 77 | Seigniorage Fee |
| 78 | 5 YEAR MAINTENANCE COST |
| 79 | 12 % GST |
| 80 | 1% LABOUR CESS |
| 81 | Seigniorage Fee |
AI Tender Summary
Tender Timeline
Jul 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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