Road Construction Department Tender
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Costs
EMD
₹ 35,41,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CECOM_39200_1Bid Award Id
ViewTender No
RCD/Garhwa/507/19-20Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://http://rcd.bih.nic.in/
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BOQ Items
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
(c) Girth from 900 mm to 1800 mm (NH SOR No. 2.1 c)
254
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
(d) Above 1800 mm (NH SOR No. 2.1 d)
45
-
-
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) (NH SOR No. 2.14)
79
-
-
Removal of Hand pumps all complete job as per specification and direction of E/I (NH SOR No. 2.4(ix)B)
18
-
-
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (NH SOR No. 2.5-IIA)
543.02
-
-
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (NH SOR No. 2.5)
180
-
-
Dismantling of Structures (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 metres) (NH SOR No. 2.4(iii)B)
287.83
-
-
Dismantling of Structures (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 metres) (NH SOR No. 2.4(ii)c)
1898.4
-
-
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. (NH SOR No. 2.4(ix)B)
215
-
-
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m) (NH SOR No. 3.6)
21084.9
-
-
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) (NH SOR No. 3.18)
18756.87
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. (NH SOR No. 3.16(i))
76308.63
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (NH SOR No. 4.2(i))
21379.84
-
-
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) (NH SOR No. 4.12)
14780.36
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) (NH SOR No. 5.1)
59121.43
-
-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (NH SOR No. 5.2)
114215
-
-
Bituminous Macadam (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 a previously 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) (NH SOR No. 5.3(ii))
2855.38
-
-
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) (NH SOR No. 5.8(b))
1713.23
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
90 cm equilateral triangle (NH SOR No. 8.4)
22
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
60 cm x 60 cm square (NH SOR No. 8.4)
22
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
80 mm x 60 mm rectangular (NH SOR No. 8.4)
10
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
60 cm x 45 cm rectangular (NH SOR No. 8.4)
25
-
-
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) (NH SOR No. 8.5)
7.2
-
-
Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) (NH SOR No. 8.3)
2000
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) (NH SOR No. 8.13)
2746.33
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
5th kilometre stone (precast) (NH SOR No. 8.14)
3
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
5th kilometre stone (precast)
Ordinary Kilometer stone (Precast) (NH SOR No. 8.14)
7
-
-
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, 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 clause 810) (NH SOR No. 8.23)
1000
-
-
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (NH SOR No. 8.1 A)
100
-
-
Excavation for Structures (Earth work in excavation of foundation of structures 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 material.) (NH SOR No. 12.1 B (i))
10055.29
-
-
Plain/Reinforced cement concrete M 15 in open foundation complete as per drawing and technical specifications (NH SOR No. 12.8 A)
1492.12
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (NH SOR No. 12.7 B)
3218.73
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (NH SOR No. 13.4 A)
2458.56
-
-
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (NH SOR No. 15.1)
476.27
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete M 25 in super-structure as per drawing and Technical Specification (NH SOR No. 14.1)
342.21
-
-
Plain/Reinforced cement concrete M 20 in sub-structure complete as per drawing and technical specifications (NH SOR No. 13.5 B)
122.78
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (NH SOR No. 14.2)
18.159
-
-
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications (NH SOR No. 13.1)
20.89
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, 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 foce. Complete as per drawing and Technical specifications (NH SOR No. 13.6)
536
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (NH SOR No. 13.9)
2066.8
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications (NH SOR No. 13.3)
1372.98
-
-
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) (NH SOR No. 8.8)
1224.27
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (NH SOR No. 13.1)
790.23
-
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. (NH SOR No. 14.18 (iii))
312
-
-
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight (NH SOR No. 14.18 (iv))
312
-
-
Precast Drain (NH SOR No. SH SOR 5.3.30.1)
61.68
-
-
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) (NH SOR No. 8.7 A)
2.25
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (NH SOR No. 12.8C)
3
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (NH SOR No. 12.4)
0.15
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(i) 90 cm equilateral triangle (NH SOR No. NS)
21
-
-
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, 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 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) (NH SOR No. 6.1)
2288.4
-
-
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) (NH SOR No. 6.2)
3337.3
-
-
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing (NH SOR No. 12.22)
10.22
-
-
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) (NH SOR No. 12.25)
528
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification (NH SOR No. 12.38)
366.282
-
-
Providing and Laying of PCC M15 Levelling course 100 mm thick below Pile cap (NH SOR No. 12.39)
22.356
-
-
Pile load test on single vertical pile in accordance with IS:2911(Part-IV) (NH SOR No. 12.37)
500
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (NH SOR No. 12.40)
46.74
-
-
Confirmatory Borimg through Core drilling BX (41mm to59mm to 59mm) size by rotary core drilling machine upto 20 metre depth in all kinds of hard rock including finishing maintenance of core (minimum 80% of core recovery in hard rock is essential ) and sludge for foundation exploration only, complete as per specification and direction of E/I. (NH SOR No. JSOR
8.2.3.1)
100
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (NH SOR No. 13.9 a)
200.64
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (NH SOR No. 13.10)
48.24
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (NH SOR No. 13.5 (g))
153.26
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, 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 foce. Complete as per drawing and Technical specifications (NH SOR No. 13.8)
61
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (NH SOR No. 13.6)
28.07
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (NH SOR No. 14.1 c(ii))
337.28
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (NH SOR No. 14.6)
131.68
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (NH SOR No. 14.4)
51.85
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (NH SOR No. 14.10)
11.97
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (NH SOR No. 14.11)
25.99
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (NH SOR No. 14.2)
66.36
-
-
Drainage Spouts complete as per drawing and Technical specification (NH SOR No. 14.9)
24
-
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) (NH SOR No. 14.22)
60
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (NH SOR No. 13.14)
552960
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (NH SOR No. 14.16)
254.8
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (NH SOR No. 15.4 (A))
180
-
-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (NH SOR No. 15.5)
90
-
-
Add 12% GST on Total Amount of Civil Work (Sl. No. 1 to 79)
1
-
-
Add 1% Labour Cess on Total Amount of Civil Work (Sl. No. 1 to 79)+12%GST
1
-
-
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