Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 10,57,66,139
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_82084_6Bid Award Id
ViewTender No
CE-WBP(O)-19/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).
20607.71
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RCC M-30 grade in Foundation raft of Wing / U type Retaining /Return wall with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
216
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Supplying, Fitting, Fixing and Placing in position Steel Liner of 8mm thick for cast-in-situ Piles as per approved Drawing & Technical Specifications and Section 1100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
61.47
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RCC M-35 grade Bored cast-In-situ pile of 1.200m dia excluding reinforcement complete including removal of excavated earth with all leads & lifts up to 1000mtr. as per approved drawing & technical Specifications and Section 1100 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
532.52
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RCC M-35 grade in Pile cap for abutment and pier with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1100, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
495.55
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RCC M-30 grade for abutment and pier shaft with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
320.79
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RCC M-30 grade for abutment and pier cap with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
135.08
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RCC M-30 grade for Wing / Retaining / Return with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
190.84
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RCC M-30 grade for Dirt wall with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
28.37
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Supplying, Fitting, Fixing and Placing in position of Neoprene Bearing including cost of bearing as per approved Drawing & Technical Specifications and Section 2000 of MoRT&H Specifications for Road & Bridge works (5th Revision).
921600
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RCC M-30 grade for superstructure of Girder & Deck slab with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision).
1137.19
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Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of Fe-500 gr.) as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision).
548.57
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PCC M-15 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
243.11
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PCC M-20 Grade in foundation bed with formwork of structure & CD work using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
121.55
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RCC M-20 grade in Foundation of retaining wall/ RCC drain with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
604
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RCC M-20 grade in substructure of retaining wall with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting and lifts as per approved Drawing & Technical Specifications and Section - 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
550
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Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision).
642.5
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Providing & laying Filter Media with crushed stone aggregates of 45mm size satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoRT&H Specifications for Road & Bridge works (5th Revision).
238.2
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Rough stone dry masonry with sand grouted for the walls with hard granite stones including cost, conveyance, royality of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1400 of MoRT&H Specifications for Road & Bridge works (5th Revision).
1099.79
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Gravel backing to revetments as per approved Drawing & Technical Specifications and Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision).
48.23
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Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
96.46
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Grouting aprons & revetments of 23cm deep with cement concrete (1:4:8) using 25mm size crushed stone aggregates including cost, conveyance, royality of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
321.53
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Providing and fixing 25mm thick bituminous expansion joint board in expansion joint of CD & structure work etc complete as per drawing and technical specification Clause No.2605 of MoRT&H Specifications for Road & Bridge works (5th Revision).
73.57
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RCC M-30 grade in Approach slab including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section -1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
22.81
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Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
48
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Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications Clause 809, Section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision).
303.84
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Supplying, Fitting, Fixing and Placing in position Strip Seal Expansion Joints as per approved Drawing & Technical Specifications and Section 2600 of MoRT&H Specifications for Road & Bridge works (5th Revision).
90.3
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost of paints, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
303.84
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Painting two coats with synthatic enamel paints over a coat of primer on any elevation on road kerb, parapet & guard post etc complete including cost of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
407.81
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Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required, 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, as per approved Drawing & Technical Specifications and Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision).
75.02
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Providing GSB Gr-iv materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision).
444.91
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Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision).
625.13
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Providing Primer Coat with bitumen emulsion (SS) on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).
4171.62
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Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2500.5
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Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
125.03
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Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision).
83.56
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Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, 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 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision).
62.51
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surfaces is not less than 100° C ,protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th Revision).
1671.12
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).
87.5
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Providing, fixing of direction & place Identification Signs size upto 0.9sqm Board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS angle post 75 x 75 x 6mm firmly fixed to the ground by means of PCC M15 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision).
6.7
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Providing, fixing of direction & place Identification Signs more than 0.9 sqm Size board retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS angle post 2 x 75 x 75 x 6mm firmly fixed to the ground by means of PCC M15 grade foundation of 2 x 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision).
3.6
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Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments 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 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
200
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